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Home My WebLink About1308-L DE. VELOPE H / OWNER u F P, A, V I tib w""" • 7 WWI S., 013THFIRN CALIFORNIA H I E Cj Ft kfl, T = PROJECT MANAGER • TOM [ FLLAQUII._A LANDSCAPE MAINTENANCE DISTRICT NO . 0 1 1 56 N , MOUNTAIN AVE./P.0.BOX 670. UPLAND, CA 91785 714/985 0971 VICINITY MAP GENERAL NOTES SHEET INDEX fir.- J• NO. DESCRIPTION NO DESCRIPTION TITLE SHEET 'Nf - �s-� 2 CONSTRUCTION PLAN --� —�-T 1._ % I PROPOSED CONST RUCTION & " REcioNwl RANCHO CUCAJNONGA CITY LIMIT Q ., i i �'___-�_"�__ ,• I •ARK �....-.-.._.__..��/_ .. LANT.i��.�a_D�!AIL ..'+ .R S �_ _ l_(X•!" i P ,•/.. 1. An Ena+oa�•hrrIertt Permit tEhelf be Obtadne!.f from the Clty Engineer prior b oommencing af►y work. 4 IRRIGATION PLAN r rSpecificationsr P i' W n tr b n n hu D �c o Co s ,,ct � n performed r current Ci standards ds and t e Stands 0 b tics i , � 2. M wo aha be cello ell aopo ding to a, a City : I. . �•_�i. •�..- _.�..•1_•_ _ _•. .••_ •Y_ �._-a_�. ...wwee.ww.e�_ d: . . _... -�__. _ _.._ . _ ---- :: . ...::::::- -. . --�-- --. .. 4r : . ..� �L -- 5 IRRIGATION [�L1�AlLS ,.,EES:.`.• / 3. At ft conclusion of rough grading, an agronomic soils report shall be furnlshd to the City Inspector and all such recommendations 6 IRRIGATION DETAILS @Alf „� - -- - from such a r shall super-.ede sods amendment recommendalions shown on the plans. r, . W Vr'•• 4. Upon oofsr> etbn of Installation, a maintenance period of one hundred and eightyt80) days is required prior b final acceptance of the 7 IRRIGATION SPECIFICATIONS -� s'c�G r c s r l FONTANA work the C Maintenance Mall U►dude mows , we•edin , Irrigation, unlit , raisin tree root belts which settle below rade, .� :> � 'r b'1r m' no o g Dr o 0 0 roorac ■w z r ii enursRD ' fertPTIng and applying such sprays as are necessary for proper Care and upkeep. Maintenance also Includes all repairs, repl"ment, 8 PLANTING PLAN UPLAND ust r\e,►s1<a b keep the k stion system In good working order with proper coverage P a9 . cie"►\tnC and ail Ing D fi0 t! t2L .._ - .....•w 1101fTE --- -- — - the_nr Intetla.nt:l�_�[ll;�.__tllall_bfli 1fa>�fQxl�_1n__rrtltlnt�_.�.-thn__c11�1rvlaoct� :n�.�,�.n�; ��n:�� ,-�,�� 9 SPECIFICATIONS t- S. O+ Oori"ler chart Mag be pro%*Je l br each oontroner Controller chart shall be the maximum size the controller door will allow and anatl show the area covered by the automatic controller. The Chart Is b be a reduced drawing of the actual as built sst m. Hoer,v*f, In the event the conlroler lil")enoe Is not legible when the drawing is reduced, It shall be enlarged to a size that be rea�IMe ~ reduced. The chart Whe be a biw*11ne print and a different color shall be used to show the area of coverage of ealII sbrW)-n. When compieted and approved by the PutZc Works Inspl�tor, the chart shall be hermetically sealed between two pieces of �� p�ric-• e>�, pwoce being a minimum of 20 mils thick. The chart shelf be mounted using Velcro or approved equal type of tape These ONTI dtiarttl must be vompreta'd arxi in place poor b final aCt*ptAnce of work by the City ONTARIO INTERNATIONAL AIRPORT 6. r wide x r deep ooncrele mowstr" Shap be provided between all shrubrground+vover areas and turf areas. Mowstrips shall also be prvvk�t beneeth metal fencing and where City maintained areas are soaceni to prwatey maintained areas 7. SkV--� Tryout is oorK*ptuN or*. Approval of the final sidewalk layout shalt be made in the Held and adMusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP fleN ocwxftkx4 as moved by the Public Works Inst=tor and Project Planner prior to Anal conslructbn CONSULTANTS S. l ir-stbn of arry chemicals shall be by State licensed personnel. All pesticide applications require PCA recommendation. 9. Any trees within five (5) feet of welts, woks, curbs or other potentially root-damaged hardscape shall be installed with rootoontrol barriers Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier Installation LAND CoNcu�N, LTD_ • � MAQOLE AND ASSOCIATES, INC. t0. No trees shah be ptanted within three (3) feet of curbs LandscapeArchitechlre/Plannmg Of SAN BERNARDINO COUNTY • SEE LANDSCAPE SEE LANDSCAPE 1750 East Deere Avenue d ( � CONSULTING CIVIL ENOINEERINQ AND LAND PLANNING- PLANS C H U R C PLANS CHURCH 1 All itre�e are to be located ten feet from any street light, power pole, or reinforced concrete box; five feet from any drive �5 N. Mouni alit Ave,suite lob apporn". fire hydrant• underground structure (e.g Catch basins, vaults) and sewer lateral or clean-out, and three feet from any Santa Ana, CA 92705 IRRIGATION CONSULTANT 11PLANp CALIFORNIA 917611 ST. MEDIAN WEST ST. P.M. 113 41 wterter rrIe.1pr or sewer One (714) 250-4822 Fax (714) 752-2469 106W FOURTH STREET • SANTA ANA CA 92701 PFdUN (11!} �� -Qgn9 (714)835.2353 AT TR. 13717 12. Slopes shall not exceed 3: 1 rade behind sidewalk. 'ja,•�A`�t/�� 'C1'4�, U 12•.�p-?,_��r.-, .,•�.r.z.�---.�...'_.�iu.:r_.?', t��' `i l. l\ Cay G L i i=! 1 _9• -rte = -t, .l;ti •� _�� rY lJ ,XR1iC1` Z 3`7 97.. t C. .-•t IA C 1'i l ,Sr` / ]�� ' y� •p+ r ♦ r "1# �7 `-f 11Fi P in,a E 1<= N 7 t _ R C \' 6:33 �.Ur,�AC� TRACE` 9 O NET,<A 3B�'-t1N'iT " � ' °• LANDSCAPE QUANTITIES •^ • �' 171 _ J K _ 1 ,r 1.1 A J IJ'�Ti. _ f fl.r� ♦- ti .. -- 11 _ 1 -r r LA MISSION FAR �,1 f. ;i r.' �' i � �;r•rt 2•�'� r• J -� ! 1 1 •_, _f --1-. -.��[tl ..Re4p.• ,'`- * e, \ .. r< „ •-r-I` _ _ r .� ` TOTAL ACRES IN R.O.W. .28 r •y�.1 j-'•".1;..-Cllr {; t.,_.-`-a.'.:,-:.< <,_.-->'_ _-. „�-. CA., !• r� r;.' 7 n HOUSING � Vic:_ N J/�IT�• �' r rf l trf !-�.• ,•'r �T('..I T'f". .' -/- f i r. •. r. � �r �I�OU JINI.1 `-_ r t i� r. C rF n�~ `r+-!~/ f .rte' i�:r"*".._•i-«.-.�r'Y �:*I.t-!� .�:-' - r`e �' (i , �. 123100 -- "r r , " r _ TOTAL SQ. FT. MAINTAINED AREAS --- _ Q r 175 UNITS 7 Itr :{�t*1 r[L �• :_ K.s�.- ti rX� R, , K r € �,rr.� ^ e =� `r, rDESCRIPTION OF REVISION DATE r r•.. � r ri s ��„`f`:�, r�rS -- >. : +�;ar+r `rr:J✓✓.�:r rf 5.83 ACRES " l/ _ aPvrto r - -K �»~ 30.0 D.U./AC. AC. r r -f, �-t1�S; ..�->re_�;�; ....f g - r ':,_ ; `' - / TOTAL TREES IN R.O.W. - --- -- — - - - - - - - 33 - - - - Ir r. - �•rr rs., r- „^. .. I C �Y rr f M.�•�R _ \ • J 0 `�;f �.f{•..R f �C ,�.-� �-' '� E.. �` y 1Tr , f r ► /�/� /� /��/� 0. Y � A � iQ CCAO , f- - � MITI ^' - 7 I MEDICAL 0 MiCI-�11�A G�. FrE�,t/fi/3 15 GAL, 33 3D i � �n I o :,'•.' �.�«.. r.--� r..r r.r«-r�rrr r'fl.",. _ rr •• L ��py j• r •'�(T' ` r �• ff �_.. .t' r-' .rte r_ r' r� rr. r' r(�.! ftp: F1_-_. iC 31 .0 A �• TFPR VISTA -.fYd• �, o ,.:_ C;TA- . wv .e bTAL SHRUB IN 1 277 �R `� S R� .W - � t��D1A�! AT TR 18 TO .r - r"�. 5 GAL. 873 �..•••, .... BOULEVARD ; I-OOTHILL `.�/ > r - - -- _ -- --- — 1 GAL. 404 COVL R TOTAL GROUND COVER IN R.O.W. 7700 LEWIS h!Ol�rs APPROVED BY DATE 1-.�'_Qd__ _ M• 9 CITY ENGINEER _ �Lh _ _/ "`_ RCE NO -31417.q--- PROJECT S D LOCATION * � TOTAL STAMPED CONCRETE IN R.O.W. 4400 Quo �,�t ��y` � T__ _ ..�._... _ ,W 0 f� f ` 'Gti �- kF " •SME ti f ' Land Concern, Ltd UC. 0 1283 H . __--- �� 1750 EAST DFFRE AWNCIE - eezo k`"'` SANTA ANA CA 92705 F N.T.S. US _ _ PHOS - (714)250-4522 1 _ or �k4 NG NO C . R C E N 0 a-T,, Of CALIT 8 H ATE r,lE N0 /c Iz PROJECT SHFET NO. 7-0 OF �8 r 1 M TplAr-T 1' ll -� cry � TYPICAL G 3 cp .� ) VERIFY 5' MIN. SECTION c .04 � � �'LANTING EDGF ` �C p �� T,�� FiE D. TF�—qz 4g r �- lobi T r f • �s i k --- iyF , � I STAMPED CONCRETE PAVING G V ME c E S C ALEy , , i .20 r M r Ir a - TRACT 13270ul � - -- -- - - Lu 5 �- 1 1 - \ -__tel - i 1 - I l -��---'L - -T-- - _T I I I I T _ I - - w = � N 0 ~ u t� CPOlipC cr w w E u.. 135 U Lu f L tP I e T't P UJI .0 tu PA P4 -� - - Ty - - - _ � \A'� _ E TYPICAL 40 _ -_._ __ _STAMPED 3 y e . SECTION VERIFY 5' MIN. 3 CONCRETE PAVING PLANTING EDGE IN .7 HE FIELD. _ o i _ s SCALE 1":20' VI CONSTWICT110N �G Q / DESCRIPTION OF REVISION DATE CITY L. APPROVED C C COLD )i IC CONCRETE U . C . UN CENTER �. / CITY F RANCHO CUC �n G C . J . COLD JOINT P . A . PLANTINr, AREA � �� 'ice?' ` � IYt �L� � CENTER LINEPROPERTY LINE X ri CLEARANCE RAD . TERRA 1�I S T A RADIUS n C0NC . CONCRETE R . S . RESAWN ;�- �� M CONT . CONTINUOUS R . RISER . TRACT DIA. DIAMETER R . O . S . ROUGH SAWN �.�� ., � ��0 __ � � CHURCH ST. MrDIAN AT TR. 13270 D . F . DOUGLAS FIR RWD . REDWOOD j << `r UC N0 EA . EACH SHT . SHEET E . J . EXPANSION JOINT S . L . SCORE LINES .. �_ ., CO ITRL-�l.�T1N (E` _ . a �' s" EQ . EQUAL SQ . SQUARE fid- I.rwlS ROMPS EXIST. EXISTING S4S SURFACED FOUR SIDES t f Fnc• a 's►T� FTG. FOOTING STD . STANDARD •,:A� "; r � ��~'� rF``,� �� APPROVED BY DATE GALV . GALVANIZED T . F . TOP OF FOOTING / .' ,� T -Uf 'Q _ Il�•ll�w+/�"" ir py, CITY ENGINEER RGE N0.11179_ H . B . HEADER BOARD T . W . TOP OF WALL O � o '�' �#" M . B . MACHINE BOLT T. TREAD _ �Exa ^ESIGN F NE�.DE ' MAX . MAXIMUM TYP . TYPICAL � ' )Can 1� J _ CC>► i _ si MIN . MINIMUM W . I . WROUGHT IRON �.�� , :".k ' � `�� r .�- c - ` J ^ � �'� land Concern. Ltd, NAT . NATURAL W . W . M . WOVEN WIRE MESH ...° 1750EAST DEERE AVENtT KEY Ap X, -,-. C)RAAN N . I . C . NOT IN CONTRACT d PENNY (NAIL SIZE) -.. _ _ SAI`flAANAi,A 92705 9 fm . PFK7NF (714)250- 4822 __.. N . T . S . NOT TO SCALE i` _„E Ke Dl�;'AW NO No 3r RCE t _ DATE FILE NO _ _.!`3 o - "` , PROw.1170T SHFET NO. 21 OF,,28 T„ SHR�OO�P Env�c.N � PLAN VIEW Stacked Bnnd Qranite Setts { CURB � 1' BERN TO FORM DEPRESSED I�`- rl (1611for WATERING BASIN t >" VvJ� a / L > 'GROW-POWER' PUNT TARS ER � `_ MAXuFACTURER'S RECOMtENDA5 _TIOx �� 1EfTE!T JOIKTS —6ACKFlII MIX PER SPECIFICATIONS c_ 'STAPf'ED "AOFV!CRON' PATTERN, STACKED 9W6P�wIT -r--CONTAINER PLANT ROOT BALI t ,1 F G011C SETTS 2Y 4F j51f'LY BY L.M.SCOr'ELO CO. –- * �-. PUNT PIT TO BE (2) TIMES THE ooueL[ sTAN,Hc PER PREM-'fsF GRADING PLANS / `� ' � � TA Y i.T. I.,.� WIDTH OF THE ROOT BAIL 1 12" FERTilt2A�,OR w.c. r,. Q.. { .j��:1� �j S' ES 3r2II IWNW RMGolnR BELOW THE BOTTOM OF THE ROOTlj lC� V�{/?Q �.11�jtft i ' -,W u .. .1,... ..i. q,.� I , � f•'�'.r/ R�"� ""�"`"� � ►AYC}�'�ET BALL !S b«"—k ol,.. .uk., s l� L. 51T, r NATIVE SOIL - /} 'I J iLf t /'A1 1 p ? T �i�/— .e f�.oI., I—F ' -E: T 11I 11 Wit.. I •o.t wrr11 I UNTANGLE MATTED ROOTS BY LOOSENING All ROOTS AT EDGE OF REPOT BALL W1TM WATER �l FROM +LOSE. OL{ 40• CRACK R00' BALI. t _ __ _ �� Nr•! �2. P�R • EF;RCw ROVFA' TABS IN RL ANT f0N'A'4ER ROTOR TO RIINT'4G FOR nBccRy1T!QI! _ � 1. Al, SNR'JeS"R'Um1 COVER TO LF PI ANTED AT EOWL SPAC?N, ITR!ANGNIART UNLFS$ R F P Af5 SEE LE FNG rR SDAC:NGHL AND VV �" AIL 1 1 Y� + - :r r<'. PRE-SATURATEn CnWk7FO SUR-RkV SAS 00 TYPICAL � P _.. A i ANG D _ .rtr} 04^I. �� Y r.: '- B i 0 U D COVERJ • SASE r [fk, F Sr. BE RE�UIREn �S DiFrrtEls �- Et E►t�,NEIk, IF St",L �. NIP I TAKING S F Cir T 10 N S P A Cr I N G E E S, C1 P YXltlk4w11d. _� "01` f 1. STAKE TREE Pf R►ENDICVLAR TO ►REYAILIWC S� WIND. 2. PUCE 'GRQW.:00 TO TATS IM PLANT COMTA{N(R 04:00 , ►LANT:NG FOR CIS(1rlTt;k ►_o rC.!(g _FAP ING ►RAN i TOR OF STAKES K: • PLAIN TRIPPK tom"— (2) CINCH TIES !PA-P" 24' APART FOR CITY STUET TIF[S 12' MAXI" 2' DIA. LOQVJ POLE•PINE STAIFS Y' LOK WJTM WOOL PRFS(RYATIYE STAtk, ' STAY.F A N'k:A a- y '2` IN WW,^ISTURIF(n ---R►RMYCO TRT[ STAKES SDI: ANF c ,Ar FS pU1six Kr•' BA_ 2; PER S►EC:FICATIO++S AMOK GUARD IN T'UR! APPAS Allo FRONT YARDS. j —/' ORAA. ►YSN(DC PERFORATED PIPE - Fill WITH CRLK�CC AG4e(WTE IASf fVll LENCTN DF PIP( %ITE .1• FRpw TAVkK) ' Sw•..n�+k.Pe R 1 lP T A?F,C'y. r OE[t RC10T OR[QUA: COKTRQI ►LAKTCR LWRE R(Pj:Kf7 OR T t*I ; - -CPN-. C* ft' PLANT TRIS PER i 1 , 1� � rJ.N,fACTtn[t•, ACCs%K^t1I^NS Ily ' j ' :PCC'TICATIONS TWICE IID)" IA` DIAdP"' A s;- _...+,�Y' f'• •n rf F.� T'xT5 TNC f16rT.n L..J TX[ !. .K CI THE Rp'?! J DOUBLE STAKED TFl�� - Pt AN-1 I Aftl 1 'l SCI 4 I)W L CifIO POVY1 H I tA1411W" IAVLE 1;+ fQIi Cf-lti�:hCIE f'LoNN7`1 \®r _ 1 GALILOPJ CONTAINER RECEIVES................................... 2.3 TABLETS 3 GALLON CONTAINER RECEIVES................................... 3•G TAVLET•.i I I - S GALLON CONTAINER RECEIVES................................... 0.0 TABLETS I 7 GALLON CONTAINER RECEIVES................................... 0-10 7ABLE?9 10 GALLON CONTAINER RECEIVES....................................... 10.12 T:%FILETS 15 OALLON• CONTAINER RECEIVES...................................12-15 TABLETS 20" - 21" BOX RECEIVES...............................................1A-16 TABLETS 30" BOX RECEIVES...............................................16.16 TADLETS 36" OOX RECEIVES............................ .............10-20 TABLETS 42" OOX RECEIVES........................... .20.22 TABLETS IS' OOX RECEIVES...............................................22-21 TABLETS t 60" BOx RECEIVES...............................................32-36 TABLETS I LARGER SIZES FOR EACH 1/2" CALIPER USE7...................... 3.1 TABLETS LZ so e DESCRIPTION RE !Si,CN DATE CITY APPROVED CITY OF RANCHO CUCAP-MONGA i TERRA VISTA CHURCH STK, mrDIAN AT TR1, 13270 PLANT14G AND - CONSTRUCTION DETAILS LEWIS HOMES APPROVED BY DATE CITY ENGINEER _Slt1 +�? _ RCE NO _3117q APN �,<.R4 ___ _ _ Y Lind Concern. Ltd. 1 1750 EAST DEERE AVENLsr' 7* Ohl SANTA ANA CA 92705 NA 3 9 f PHONE (7 1 4)2CO- 4822 'F — - Q � E N.^ __ATE -- — LE NC PrIOJFCT SHFET NO. z20F ega NOTE: THIS IRRIGATION SYSTEM IS BASED ONE (1) CALSENSE 2000-12-12 SIATON AUIOMA11C SPRINKLER POINT OF CONNECTION - CONNECT TO 2" TURBINE WATER METER FOR WATER PRESSURE INFORMATION OBTAINED FROM JOHN UPON A MAXIMUM OF 3" WATER PER WEEK CONTROLLER " A " MOUNTED WITHIN A MEYERS MEUG-I-M COMBINATION IRRIGATION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY KNAPP AT THE CUCAMONGA COUNTY WATER DISTRICT (714) APPLIED FOR 8 HOURS A NIGHT / 6 DAYS A ELECTRIC METER AND CONTROLLER VANDAL RESISTANT ENCLOSURE. 120 ALL COSTS FOR THE INSTALLATION OF NEW WATER METER. CONTACT 987-2591 ON 11-30-89 WEEK. ( 9:OOPM - 5:00 AM ) VOLT POWER SUPPLY FOR HOOK-UP OF AUTOMATIC CONTROLLER SHALL THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND BE THE RESPONSIBILITY OF THE CONTRACTOR. EXACT LOCATION TO BE INSTALLATION PROCEDURES. - - - - - "� DETERMINED IN THE FIELD BY LANDSCAPE ARCHITECT AND CITY OF EXISITNG WATER PRESSURE: 79 P.S.I. _ RANCHO CUCAMONGA AUTHORIZED REPRESENTATIVE. SYSTEM DESIGN PRESSURE: 60 P.S.1 T► PEAK IRRIGATION DEMAND: 42 G.P.M.------------ t 1'► ---—_ f. . --- - -__ - _ - - - -- -- -- - - -- -- ------ — --- ---- --�-- � V _ 41 -- - - - - -- A M -- -- tea- s ,' � Q �`• 7hM 14' LLQ Q o titi I I ti 41 19/C'.0 co LLQ ti CHURCH Vic/ln 10 STRFEOF„ W �, . sYq• ,� 141" r' 1" 'i4' �4' Ir,�• N qC I " �4 I,. IN ," I„ y4, �4 w„ I(� 1Ii,� II � ., ,, �, N 1 „ _ _.r,� � ;Ir '\I_.._ -�- A __ -.. _ �,•-__ r ' y '\--'� - "k f C - ti11 v� ,iA` -y',' ;,r [i- -d - `,. -� - �•�.- i 41, t • - -- _ - __ _.._..-_ _.,__... __.,�_. _ .._ .._.�: '.. ., .: _, L"s-: �..1 �, _.i�r E ib��. p�—fir—fir _-�--�---� -'?} --� l', v'� .� `� - _ LII �.I REFER TO DETAIL NO. 3 "PCS" NOZZLE SCREEN SELECTION GUIDE - - • DESCRIP'ICN MODEL PCS 32zJ -CS-030 PCS-040 PICS-060p CS-090 P'S-125 PLS-1753 CS-175 GPM 0.2 0.3 0.4 0.6 0.9 1.25 1.75 COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW I: FLAT SPRAY 8F-FLT 6' BUB. 2' BUB. 3' 5' +B, 8H-FLT 3'11601 4'•6' 7' +8' - 8T-FLT 4' S' +B' SPRINKLER LEGEND 80-FLT 4'-5' +8' - - _ _ LOW ANGLE 1OF-LA 1' BUB 3' 4' 5' +10' SYMBOL MANUFACTURER MODEL NO. DESCRIPTION NOZZLE RADIUS G.P.M. P.S. I . PATTERN SPRAY 15 DEG 1 OH-LA 5' 7' +10' - TRAJECTORY 10T-LA 3' 5' 7' +10' - 100-LA 5' 5' +10' RAINBIRD 1812-SAM-PRS 12" POP-UP SPRAY HEAD 12H 12* FT . 1.3 30 HALF CIRCLE 1812-SAM-PRS 12T 12* 0.8 30 THIRD STD ANGLE 12F - - l' BUB 2' BUB 6' 7' SCALE „�O d) 1812-SAM-PRS 1OH-LA 10* 0.8 30 HALF SPRAY 30 DEG 12TO 8' +12' 7 f TRAJECTORY 12TT - 4' 6' 8' +12' - - 12H 8' 8' 10' + 12'+12' -'0 8'-- 1 72 - T _ ,t 8' 10, - 1812-SAM-PRS 1 1 1 1 8Q-LT 8 J 0.4 30 QTR. 12T 1 r qc STREAM 5F-B 2" 4" 7' 12" +18' 30- `'MM + BUBBLER 5H-B 5' 6" +18• 4' - * SEE CHART FOR "PCS" PRESSURE COMPENSATING SCREEN SELECTION. , r 50 12• +16' 4' SCST-B 12' +18' 4' REFER TO "PCS" SELECTION CHART ON SHEET'S OF q J r I- - - _ i — WHEN RADIUS OF SPRINKLER HEADS, REQUIRED FnR PROPER COVERAGE,IS LESS THAN RADIUS SHOWN ON TRACT 13270 0- LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD -PCS' PRESSURE COMPENSATING SCREEN FOR FLOW AND RADIUS CONTROL, SELECT SCREEN ON CHART ABOVE FOR 7. APPROPRIATE RADIUS _ ui7 r- 6 NOTE: CONTRACTOR TO COORDINATE CONTROLLER PROGRAMMING W11H A Ij _. 00 O- A3 .4..p � �� A2 4I 42 DEPARTMENT. AI CALSENSE REPRESENTATIVE AND A STAFF MEMBER OF THE CITY MAINTENANCE 11� 1 S F - " _ tT,�l W,w� ► �� V4" Ilk:' I�■ r. �/.t �w.• r M I� �,{N II�^. �/�� hIlly, 44: 7 1W yl h h y � ' 44 4 ISL , L I - L) Q - w w w Y uhf+fA (q -- _ Sq PRESSIWE CALCULATIONS THIS PROJECT REQUIRES ONE. CALSENSE MOISTURE SENSOR FOR EVERY FOUR �, 0 (4) IRRIGATION VALVES, E.G. A CALSENSE MODEL 2000-24 STA REQUIRES 6 W `� LIC. NO. 1283 s WATER PitTER/ SIZE 2• MOISTURE SENSORS. PLACEMENT OF MOISTURE SENSOR SHALL BE THE c H.G.L- _1411 RESPONSIBILITY OF THE MANUFACTURER. FOR INSTALLATION AND PURCHASE IRRIGATION EQUIPMENT LEGEND ��=� ELEVATION 1129 INFORMATION CONTACT: nAW:_,r A : .�:K �.:,�� tip. �,.,:�� . :� laz x.d�1 = ��-_, P.S.T. RICH MURRAY t�' �F�'� CALSENSE E Of cw 1 K• AQ CALSENSE 2000-16 SERIES AUTOMATIC SPRINKLER CONTROLLER MOUNTED MITHIN MEYERS MEUG-1-M285 ENCLOSURE. SCALE 1":20' RF.AfOTE CONTROL VALVE. All SIZE 2075 CORTE DEL NOGAL, SUITE J MAxINT'NIDFNIAND _42_-_ G.P.M. CARLSBAD, CALIFORNIA 92009 RAINBIRD "EFA-CP-PRS" SERIES ELECTRIC CONTROL VALVE WITH CHAMPION 300 SERIES MANUAL ANGLE VALVE - ELEVATION (714) 458-0129 SIZE NOTED - INSTALL INSIDE CHRISTY CONCRETE BOXES WITH LOCKING PLASTIC LIDS. PRESSURE 0 R.C.V. Ps.I. DESCRIPTION OF REVISION DATE CITY APPROVED RAINBIRD 33-DLRC QUICK COUPLING VALVE WITH LOCKING VINYL COVER - 3/4" (150' O.C. MAX.) SIZE ELEM FEBCO 825Y-BV REDUCED PRESSURE TYPE BACKFLOW PREYENTER - 2" WATERNfETFR - s- - _ CITY OF RANCHO CUCAkA',O GA ❑F CALSENSE FM FLOW SENSOR - 3" _" R.P. BACKFLOWDEVICE '� _ �' � WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, SI FRE ET LIGHTS, _ 11.0 --- .� TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE H NIBCO T-113 SERIES GATE VALVE WITH BRONZE WHEELHANDLE - LINE SIZE -2_ GATE VALVE o•I - rye SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE _ . MASTER VALVE f.oIRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER TERRA VISTA CALSENSE 10005 MOISTURE SENSORS - SEE NOTE ON DRAWINGS FOR QUANTITY AND LOCATION - INSTALL AS PER MANUFACTURER'S APPROVAL IN FIELD _ PRFCS. REG. (FAI.L-OFt) SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE CHURCH ST. MEDIAN AT TR. 13270 `ti;► �4. 4t-z" MAIN LIKE LOSs �3- SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO HARDiE 102-N.0. MASTER VALVE - NORMALLY OPEN - 2 ':� PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE MADE " REMOTE CONTROL VALVE RAIHMASTER PC-24 REMOTE CONTROL PIGTAIL PHONE CABLE STUB-OUT FOR FUTURE PHONE MODEM. I AAT NO ADDITIONAL COST TO THE OWNER. INSTALL WITHIN ENCLOSURE PER INSTRUCTIONS OF CALSENSE REPRESENTATIVE. IRRIGATION P L,A N LATERAi.I.I\E _ r pE g �•-�•� BURIED PRESSURE MAIN LINE PIPING - PVC CLASS 315 FOR SIZES 2" AND LARGER AND PVC SCHEDULE 40 FOR SIZES 1}" E W I S HOMES AND SMALLER - SIZE NOTED FITTINGLOSS (10€) 1.2 _ 1 to .` Won Dr t L --�, T� l ?'— ELEVATIONCHANGE(I.OSS) 1., ' ,F. APPROVED BY. DATE: �S'9a_ BURIED NON-PRESSURE LATERAL LINE PIPING - PVC SCHEDULE 40 - SIZE NOTED �t ��ei• _ TOTAL SYSTEM LOSSES _Q..1_ -�I►[ �{ y -----' D CITY ENGINEER � �!�►+ / RCE. NO._2LfZ2_ -�-� PIPE SLEEVE FOR IRRIGATION PIPING INSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED PRESSURE REQUIRFDATHFAD: IRRIGATION CONTROL WIRE CONDUIT IMSTALLED UNDER ROADWAY - PVC SCHEDULE 40 - SIZE NOTED9 0 OE SIGN RIF Ci_ D TOTALPRFSSI!RF RF.QLRRF.D: ,: _�� rY'E :w-f_ 1 SDP and Concern, Ltd. STATIC PRFSSI RF AVAILABLE: �P.Q--- , ,Qw. L _- 4"{IIu^7 REG. PRFSSCRE AVAII.AR[.FIPRF-Si ): r• ` � F- '- `T ': _ '�� '•� d d. Pagano DRawN 1750 EAST DEERE AVENUE SHE I INDICATES FLOW IN G.P.M. FOR ELECTRIC CONTROL VALVE ___ - ) • ►aux t y- F _ INDICATES AUTOMATIC CONTROLLER STATION NUMBER RFSIDUAf.1VArERPRFSstrRE: 7 KEY MAp �' _ Y QD� SANTA ANA LA 92705 4 OF �+ INDICATES ELECTRIC CONTROL VALVE SIZE IRRIGATION CONSULTANT CITY RF.SIDIIAI,WATER � , -n., PI-TONE (714)250-4822 / PRFSWRE RFQUI;STFD: I _ NT WEST CALIFORNIA( STREET ••� � T CHECKED DRAWING NO If;O_p,$.1, SANTA ANA ALIFO92701 RCE NO d • (710836-2363 1308-4 • DATE FILE NO PROJECT SHEET _NO- o 3OF e28 i I (OUIPKNT TO RE IRSTALLEO AT A 0101 P Of 21• FROMK Mr STRUCTJMES ON NAROSCA►ING. - ii 2 Al: AIOr[ f1^t1�0 ASSE%L+ SMALL RLC['r[ 121 COATS Of RED ►1:w,[1 AMD (i) COAT X/11{:` i� - (1'EA:y (IIA'R. • C000 AS SELECTED 17 '- `r i _00110 CONIC VA;VE BCI i COVER Zt - I WNIE4 AIrT 1S JK 17 TO A S'iUCTURE Iit WALL. iIUILDING, ETC ) NOtwT TEST CDCIS 00 -,V,,_ CNR;S'r' Fle BCs t FLe.^ LlD (OR EOWII 0►EM OA NCV► 1'1,1E'>,RE $10(. .�y AVN AorA� s t ,11 _ CLEAN BACKFILL - SEE SPECS. FOR ------------------.r--1A[AFLOW P11[YENTOR ASSVOLT - MATERIAL . 9Q'x COW. ACTION REQUIRED All* '�' S FN:SH GRADE C NCPFTE VALVE 80X AND LOCKING ER LINE SIZED BASS , 11 11LASS NIPPLE Tr►ICAL (A) KACIS y STENCIL "FUTURE IRRIGATION" IN GATE VALVE = I a YELLOW PAINT. —IRASS 9C• ELL TYPICA,' (?I "ES PIC-TAIL COMMON WIRE J ; ! - = NON-PRESSURE LATERK LINE: 9:'_S{. 40 - BRASS CATS VALVE - LINE SIZE —CAP AND PIC-TAIL PILOT WIRE$ (4) SkAKE PIPE IN TREIK.H ll_ I r FINISH GRADE PLANTERS ONLY ---------•--- yy / � ! E —PASS NIPPLE -_ I IRA SS WYE STAATR#R VTTw LO NC SN X eft SCIECM .0 11 1 z", z i SCH. 4Q DVC s aM 'w Ar' r ' G r f1 EA �(AM'JFA' 'rt1 L ,� ," U SUPPLY LINE SM 40 1! I • w CI Y 11' riOf CC>«CRETE PAD t r = _ /CL 315 .. _ SKAXE R E IN TRfN .H t r DRF'SCI1 SUPPLY F � 11 � - _�..�.. - " BRAS GA E VALVE N, RF S P. Y LIN_ j �j S,ort To 00-A � A• �;� �cPr,2t - PIPE „ L L r: . 6R'HTc w�HP� cI -- - �1 ^-- -- SI'c PVR PLAN I I rROr! rATft SC►YE r?w w ►A I # I v J K < c g - --- 1 = 3!4 WASHED cRI.sHFn PROVIDE 2' OF t '•' o; V��Y t A• WAN R' k ACGR A BASE _ CLEAIK BACKFILL _ R,• ' .� 3. S O ' O FG TE i - E C US ED • i' r i ✓«} '- . o •.� c � � . - A�,,P- •ATE BASE I = _ SCH. 40 PVC "1ALF = }-j I, - i1ASS r1►►tt - trriCAl TYPICAL I - `_ - tql CONTROL _ r - BUNDLE AND TAP I WIRES -- - fS ADAPTERS t AT I 0.C. AKS S' L A 0A!CENT _------ SCH. 40 PVC END CAP • ! �s SLIP X S1 IP - T' 'itQUIRED I1'.11'Y11' CONCRETE ! SCw A0 QVC MAA ACAPTrIRs c�►cPAria L II T� !ST ILCCLS • TIPICA< TO PRESSURE SUPPLY LINE VHF.RF APPLICAFU F (2! PLATES - I:E- NOT Em PLACE 3/4" ACCRFCATF RFFnRF TNSTAT.I.TNr, BOX I r _' ? :1i ri•. `, ' �- 1 SCw AC) ♦Y; ►(A E ADAPTORS 1. t.c:CAL (2! PLACES �• L iNE TO SYSTEMS 4 i� 11 A D'_ACE ASOPF�A'E ►R:^R TO 'NSA!_' A"ON OF VALVE it- 1 '� . � I ♦d►-�� , IRASS 9C• [ll - TT'►TCAI ----- --� , ,; NOTE - DTr'TA 0 T 1 P N R£ ION. , � IL ANO LOOP CONTROL WIRE AT 9d CHANGES IN OTRECTION. GATE VALVE- 311 or smoller TYPICAL STUB--OUT REDUCED PRESSURE BACKFLOW PREVENTOR Q 3 TYPICL� TR 'NIG FOR FUTURE RCE! CONNECTION 1 CONC VALVE 101 1 PLASTIC COVER MIA1►U O •i UI I CA T I ON ACV- %)OIST1' BG 101 1 BQD 110 i MEYERS TO SmN[1E1 - ANGL[ Pin }Q MEUG 1 1�285ENCLOSURC v(CJ11D OWN r1TN 411' ELLS ELECTRIC METER SCN 40 ►YC RALE ADAPTOR '! COLOR CODED KAP FOR VALVE SCN 1Q P1►C ulIO! � LOCATION INSIDE (PER. SPEC'S. ) 1AlSS NIPPLE I • �---- Ch).-Sf`� 100o C.0"PUPLItit, WALL MOUNT CONTROLLER - ( MOUNT WITHIN ENCLOSURE. 1LAT% i1CAP OIR PLY S'[LLC>v► _. 06xx1f-T%Tj CONNECTORS L _ — J 120 VOLT WIRE IN RIGID STEEL ! STRUCTURE OR -- ---,i I� IN LAYPI AA EAS CONDUIT ( PCR LOt;AL COD[) RLIiCR CAP SLffLT ONE KEY MIAIIDSCAPING I f PER 11 QCV'3 INCLCD(Nc most 3� IN ►lAlMT REDS RICTRIC CORTkx runt ON-OFF SWITCH AND 110 VOLT S•I�C,.S I _ _ [XTERLOR OUTi.[T' TU BE PROVIDED 5Y I MISN GRaD[ - INSTALL IN__- Tl,� IIISII OKK is CONTRACTOR. PlJ�1rT[I DID nMLY - + } , LOCK NUT 4ir " FIWISNCO►NON WIRC!CONTROL WIRES IN 3•' P!i TAIL tIPARST01l LRADc SEN. BO PVC CUNDLIT . - - -T - r .y ' LW (KEN. 1/' LosiG) 2 ' Y 3' X r" CONLRLT[ FOOTING r K $ MLN 1 INSTALL A MINIMUM 0► 3" ABOVE , � " f �. 1 { i — IRASS ARW.t CLOT[ GRAD[ AND SLOPL TUP 70 DRA[N SLIP SASE SOCKET OYER ENO OF WIRES VALVE Y/1A111C>w • r = h yi AT A MINIMUM OF 21 STAINLESS STEEL s 4 FLOW a • t¢ S o l/BASS N?PP'[ - SCRIV CLAMP Z .e> .' - .' 1 —IRASS NIiIt[ - , ' OF : DIRECT SURIAL WIRING TOBRASS YE• CLL— _-- +-- ' a �._ - NINIMLM P3) PLACES r J , T ---___ --BRASS 9C' S'.RILT [LL--- --_._ „-.�.< �-�_ -----^� � ..- �.__._.�.. _ -- -. VALVES: BUNDLE AND TAP[ [VERY --_-;'P;D Mi�.ES APDROX , 5/9- IRON EN^vS-�iST T^ ET'"ER v .a4. -3/4" ASM(D CRUSHED15 �-1-� LINE TRENCH. WITHIN MAIN APD1Y SEALER TO OUTSIDE OF SEALING PLUG-FILL BRA5S N:'PLE 6" LONG---- - l4 RI BAR STAN[ E T CAVITY WITH SEALER iRASS 90' STRICT 111. 7 ( 2A" LONG) etb , �� L L`-'- - SEN 80 PVC NIME � z ; NOTES: STEP 2Isi C '.r — - - - _- . _ - -- COAt1tOt I COPaCN ri+(ES 1 . INSTALL CCNTROLL[R VER NFC. PRINTED INSTRUCTIONS, AND PER LOCAL CODES `___._p„T CR:rP SLEEVE OYER WiRE ENCS-CR!” MIYE LOCATION TO BE APPROVED 'I IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION +- � 'SfIPIt1W WHIrfSCMI-GLOSS ENA11[LColC1A `PEAt%Iy ANS CUT C'FF EXCSOCKET 0 MIR[ SS.9.�E N P FINISH: 2 GOA, P�JLL BASE SOCXET O'/'R END AS FAR AS PC SC 40 VC SASaT TEE J PRESSURE SUPPLY LINE 2 . COKMON WIRE TO BE WH ITE AND CONTROL WIRE TO At BLACK IN COLOR. - 3. NO SPLICES SHALL it P(ADE /ET`WE[N CONTROLLER AND REMOTE CONTROL. VALVE, S., p 3 NOTE: 4. CONTROL VIRINC SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL - �' 1 INSTALL CONTiOL VALVES A N;N;IR)[ CLf 11' 1RQIM STIIXT< ES Oil KAROSCAItNC. VALVES AND AUTOKATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. PUSH SEALING PLUG ',HTO SASE SOC'<<T SEQUENCE SHOWY ON DETAIL IS FOR REFERENCE ONLY - SE[ IRRIGATION PLAN FOR PUSH WIRES TO ENO OF /ASE SOCKET TO A�S�RE 2 INSTILL VALVES IN MAC 1En y41MA ►OSSIIL( NEXT TO SIDEWl1CS. CORRECT YALvt SEQUENCE. CCKPLETE SEALtyG ar CON .E=TION PRtssuRr scrrLT ' J. PUCE VALVE 10X AT iTkWT +LA!CJS TO STIUCT'URES OR KAIDSC,VING. S. RUM two EXTRA MIR[S(COLOR, ORANGE) TO FARTHEST RCV - FOR FUTURE U5[. .0 SrcP a LINE rIr2:NG 1. PLACE A�tWTE P1100 TO INSTALLATION Of VALVE 10X. �--- rR[ss1;Rr sl;rrtT LINE S. AT?KN 0015TT VA1Vt fOENTit — +- � , (CATION TAG MITI( APP(OPttIATE CONTROLLER AI[0 RA,N3M SNAP-TETE MIRE CCNNE_TOR VALVE NJEtR , TO C�1'ROL r1Af. REMOTE CONTROL VALVE WITH QUICK COUPLING VALVE WITH METAL STAKE � Q (J-'T'(�MA�"�C CQ(�11'RQ[.�(��R V�I� IRE CONNECTOR ' SHUT - OFF VALVE St UNION/ MASTER VALVE 6 - �" i GENE RAL RA�.L. N01 ES M w N - J a. ._.r�.- .N • 'C N" w:. N A• _ 5. O E : 5 • c r,' r • THE 5A ON SvS'E" SHA._ FE FJ:_ 5 ai.AN'EED P0 A FES . _ DF NE 4. J'-.a, N: _ . ��: _ •• __ _ _ _ v wN N AN W N w EN 'HE SPF?Nh_E 5>S'E IS CG •`ETEC• 'HE ..ONTRACTOk. IN THE c - - - - - �, vEak. ANv DECEC :VE Ev._ :FMEN'. Mj tL ,AS OF P. WCF.rra•.,.;c ! c. - - - - F. .- :N - __. JN• ti_w. _N: Y 'HA" _ w.. H^ F• N..�I-- N `I� E 5' wt•C NOT FF.F N F �1-'r A,-, HDA. �.EF'iiC C` t. ` �E E O CITY'S i "C 5EN'a' vE SQA: EP A I A Fa.. OF ESE S __. ._ -: �'N` AN: - 'c' Nc - E ._:A- a c E: . S.._ .!hS c - c• R - - CANE, - - F '-, SHA. . NF kEF_ACE: I LCiR�c _ :i I Tt -+1F C PT F ITV FG N w_ AN• _ F• �A' ON CON A_ N k E C" - - 5'. b. e - C CITY'S _ . :E: .E ALE 'E^� "SJ _ JMF-- : A A' H - a_ T :LTC. ".ON+_ C J E CITY . !I/� DESCRIPTION [1 RE v N DAT C ' � EDEoJ �. E _�� ok ��1tIA t DESCR ON S � [ i c H E H _ Jti tTY a _ M _ =J 'G SHA, �F,h'� A-L M:. .. AN: E A__ wok kEOt:kE kRt `' OSE, AVOROVfO aE ^n'cgr-1[. HA` C: Fv ')-,QF F� RCGC N` N P AN, N~C;tW A :E'_ JF __ _ .w �'. • THE '�F:_ ,^N -_N't �` F S. a: r : , C jVc-` C M• '9A ALI_ Ey "� M �F CITY OF RANCHO CUCAMONGA cL -:tiC, w�Pl� c = CITY • TH( ONE "UNDPEi _i:;r''r IBC. CABS AND SI;A'_� wATE- PN A REGC.AR nASiS. �Q� �� J -" ,�F :AC N y cµ^.OF S44A, FE ^. "�c'k,E ;70r 'HE CCC^'_ .'.G'?SN ~ y JC-1 J% F :Ec aN: SEC. "ES SHOWN N '•, =c S •- _ - -- H � I E HN IN Dti AT E :NSG'E- ;ONS TO BE SCHEDULED AT THE FOLLOWING STAGES OF UC. NO. 1 3 -� A<<E :.�• Ct ."1A-_ 'SNS` AN• .,: _ .^_-aN ._J BE-WEEN 'HES[ t_N',- :.ND • INS'A„ A,_ EJ "'` _ ;N __ ._c ANI' SFE_:G :Ca' :'DNS . ~ - - INSTALLATION: � .E_� LJNC : .CN= ._ FE - E_ Hj C}TY JF - E C _ _ w: A - -=l=a- AND -4 TERRA VISTA Ap._ .'ECT, _�^IN' —T�• -V '•�E __)N'�A-"'^F uA'_ cc"'r^- A, •Y C:. . -^N' CNAM_ ' --+: - EEC ^ _AN A%- :P C F Y • ?N!TIA. G'kC_ �GE, MEETIN[ W? •• T:iF CITY ANC _ANrSCAFE AF- -E CHURCH ST. MEDIAN AT TR. 13270 S - - _ N '.__ qNC FE_ - 'G - E 0 E CESS - • r r T;^ T I n .N N Ah + _ EN t - C. 'r�• -J Ei _h', _ `_, +,. r_.M. :NC : N O 5 • k k T F RF A' N A N' N Pk' R 'i' F 'H_ A JAL LOCA uh c�R' HE NC'AL_A':Lh QF THE^BAC1'TLG'w r'CE'CN'OF c: T - c D, � ~. 7N.^ M c •.F 5^ :iE 'A_ w Fr DF TH? c ESSU E ES' C) I '.G IO M I � I E ,0 _ BACK ILL OF ANC E r :C F c , C _E •, tom"' ` C h'Fc_ Dk SHA__ kE�A;c, A IS-'WN _tcE"NSE , A DAMA SE :ON. TRENCHES. _ _ � � �E^ _� _ :NG E ES. T T a�'G A h G..E BE R INE N E E FY ` \:. cc'JM i5 OPERA- ;DNC JF NE G_:CE NDE . FEE CITY'$ Al, HOkI2cG REcRESENTA':v AN' THE � Of, �A�p�� E E LAN, AcE A ECT. �'r' = ATION �A" • 'HE Sv5'E" IS pEc:GNc cOk T .r?N?Mir OPERATING PRESSURE AS SHOWN • COVERAGE TEST OF SPRINKLER SYSTEM FRIOk TO PLANT INSTAL'_aTION. • II' VOLT E'_ECTk'ICAL C'OWEk SOuk'CE 'C BE c'kDvIDED Ev C'HEcS 'HE LEWIS H O M E S ?• THE CON'RAC'OF SHAL_ OF'A:N THE c'Ec':NEN' ENGINEFrIN AN^ 'OF c- - - M :r M G EA,C -:N' J' _C-- :JN. _ .:t • _ DE AND OF GA_LONS FER LOCATIJN FOP, THE AL'OMA':_ CJN'ROL.Ec. lIkk?GATION CUh'�i+_ J� BE ARCH. E_'uRAL PLANS BEFOR[ bCJ.NN.N" W k c c _T F T P TN T PI TNA,K M:h_ _ a 5T_ .. _. TH :ua ._'N C�N'FA 'Ok SHALL vEk:Fr '•�E • FINAL wALk HkoUGH 0 HE kOJEC' w. Al PAk IES CONCEFNED F a c c c c q -c cc,. FC n 'ti - c F 'D H 'ak' F V k1F CA" N F ^P M� N A cYc J F c 0 kESFON :B_ PO; NA_ CON.vEC'.ON '� Eul_:FMENT A. THE ^N'kA[*OF HAL 'A a L c-c cv c -c �c E'_ +r_ _ _-- - C E _ :D E S 0 `. C __ :O G WONT E F ^ APPROVED 6Y T E I O 0 J. CO 10 N N c. 'H S OF :N _ N _ SSA •ERM: OI ?RE_ 'G NC:'A_ PLANS AN SFE_Ic,_a-,UNS. • A -o E „ S DATE S 0 ALL Low VOLTAGE w?RE ckOr+ � N'Rol_ F _ vA� .ES SHALL BE SE 'L L". C'ER � CITY ENGINEER _-�� •� /'�'°�''c RCE NO 3147"1 THE wGRr INC: A'EC -c ;N BE :1k'E BE�INN:N wOF'K . OF 111 DI E B IF 'VETE S a'c, k ^F - R _ :A, -ISE B_A„ NjJ_ _ WIRE FJ C: _ AND • THE CONTRAC'Ok SHA__ F'cDJ:CE TC THE CiTY . UPON 'HE CC,Mc_E'!DN OF WHITE FOR COMMON. :NS'ALL :N A COMMJN FE NC HrW:'N PrEcSJRE Ma:N_ :NE :f S'GN RFC vkALNCif: 5> CONTkACTOk SHALL AF;RANGE rJk cavMEv' Oc ANY PccM:' GEES. aN7 c.E_ -ED ,✓ 'HE ''OF, A SE' GF GEc�C. __:F_E 'AS F'.'_ DPAwINGS. w�'= S•tia__ BE PIPING WHERE POSS:BL-c. BUNDLE ANC 'APE -C PIPE AT Cz=ENSES' M':TH 'HE CITY'S a 'H, . <<_ Cc�ESEN' E. • THE CON'PAC'OF Sr,A_• NC' A.-Ow NOc CA'_SE ANY OF HIS WO';'r BE - I E 16 ( - -- a --- -�. w h' •N 'N- 'E: . _ETEC ANC aFcc,.._ B° THE vEh'c EC FOk AC kaC' AT THE MECr �E ;Na_ CF WALT )uG INTERVALS. FR _ T c `I pP_ Land Concern. ltd. EO E E: J .. �� FE_ Sc - -,-r:._ H. T LS. C,' 'W� "X7�'h 'i""T WIPES C TNS E!�; 'I Pi r RUN J _.. IRRIGATION NOTES ~a�- GF..E �E _N- �E. IN TWO DIRECTIONS 'HE CON'FGL R• THE C F T ^c G I �.`%O EAST DEERE AVEE1t F c _E CG:L E S' O HE rfN j EF i • A REDUCED IRFIGA':ON PLAN IND:'"A'?NG ALL SvS'EmS AND 'HEIR w?RE AND LEAVE ?N 'Jk, ,E BCs. d d Pagano SANTA ANA CA 92705 (� • THiS ?ES:GN :S - :a , ., �.: aE� ;cnEN- -wN :N CAVE' Ac:.:- :S AF,PRCIPRIATE SEQUENCED VA_vE_ SHA.,- BE _Ar:NA'TED :N MYILAF AND MOUNTED P _ _ F.JF afS:UN'C Ak:c : DN DN, ANC BE :No'a,_ W: :N ,; ON TµE INSIDE COvEk OF THE :RR: ,A';DN ON'kO�LERS. IRRIGATION - -- -- - v}��?E (7 i �)2�0 41322 -- -- �t - - 4P'E AS AF NE CE SSAR' +oa w[ar ra►r. arwErT NOTES CONTINUE : F - a c F "o -- aorta�A crura, ►:io, nQ uue-:r.3 CATE - ------ - `'�E NC PROJECT SHFEi NO. 24OF -.2- 8 A- NOTE: NOTE: _ 1 . LOCATE HEAD b- FROM WAYS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND 1. LOCATE HEAD 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND EDGE OF LAWN. 1/2' ABOVE FINISH WADE EDGE OF LAWN. 2 41-OOP SHR U! HEAD 2. LOCATE HEAD 6' FROM All STRUCTURES. . LOCATE HEAD 12" FROM ALL STRUCTURES. 3. USE TEFLON TAPE ON ALL MALE THREADS, FIx1SH GRADE 3. USE TEFLON TAPE ON ALL MALE THREADS. ¥ I I t. INSTALL HEADS WITH INTERNAL CHECK VALVE A.NC'OR PaFSSL r COK F FEA''JRE AS PER 'kE :RR';a', ;ON PLAN II � POP-UP Tj R I'U IN SOD--UP TURF HEAD _ 4 IN SEEDSDE F?NISH GRADE L - { F NON-PRESSURE LATERALOhl LONE i FIT' LNG 4, — MA1rlEX 90' STREET ELL z i - SCH 80 PVC NIPPLE MARLEX 900 STREET ELL -- • -- SCH 80 PVC NIPPLE N 1 T �-- (MINIMLM t" LONG) MAR.EX 90 STREET ( B" LONG) c (MINIMUM '') SCH 80 . VC NIPPLE I _ t t IC _ • SCH 80 PVC N.DP Typ�rq � PI s �:_. TIP::AL 2, �A�ES H DY , xT z SC 40 C 90 Ell r � � SCH 40 PVC ,xT 90' ELL • SCH 40 PVC 90• STREET ELL - y , IU!R l EI 90•• STREET Ell _r �� R _, ; W r IV SCH BO PVC NIPPLE - TYPICAL (2) PLACES NOR-PRESSURE !A E ._INE I FITTING AIM VALVE A §:"RED 071-DRAIN VALVE AS REQUIRED MARLEX 90' ELL NOTE: IIVPLEX 90• STREET ELL 1. LOCATE HEM t' FROM WALKS, CURBS, 1ULRDSCJIPING, MIN STRIP, MEADER "RD. AND NON-PRESSURE LATERAL LINE t jTING EDGE OF LAA 2. LOCATE STREAM SPRAYS R• FROM ALL STRUCTURES, AND SPRAY HEADS 12- FROM ALL i STRUCTURES IN SMFU! AREAS OUT 6' FROM ALL STRUCTURES IM GROUND COVER AREAS. I 3. USE TEFLON TAPE ON Al l MA THREADS. i KALE MADS NI - POP �IHRUB SPRAY POP- UP TURF SPRAY HEAD POP-UP TURF ROTOR -- 10 { 30' TO MASTER SALVE 30' TO BACKFLOW DEVICE I , 1 g 'SNAP-TITS' '= po, -- _ _ —_ CON V V_ __- T CLON'IE CTORS JWLIJMTBCl CONIC. V ONS AND 2' IN SHRUBA AREAS i — — / - - ---- -- ----- -- - - =_ = r--- L KJmG COVER. BY AMETEK -- ADE I —- FINISH GR I � VAL VES FINISH GRACIE � CC1Kt�l►i W]RE -- - L - -- —z _ — - x'14 - - SENSOR = -- - - - i ��_- � __ ----- EXTENSION . CONTCOMMOROL WIRE - -- WATER-PROOF -_ - It. . • . . _ CONTROL VALVE CONTROL WIRE BURY WITHIN CONNECTIONS I I I _ � � JUMBO BOX O WIRES 1 — REX1T SYSTEM � - II ' p — BLAI I�-- — 10 PIPE DIAMETERS CAL SENSE _D'AII4 :ERS - RED u ANY LENGTH --- 4'M �� 14 AWG WIRE — I I I I 3 3,! f--- FLOW WATER FLOW IN T 7T TO SENSOR _ .i f— ; 77 MAIPIINE I a ! C1 i F.M Lbw rtnsor -% a > �. - r' • `J . -- - ---- 2 I/2 `� � - EXTENEXTENSION2 1/2 MOISTER FLOW BACK-FL DW WATER VAL VE SENSOR PRE VENTER !MUTER 6' KIK T' PEA GRAVEL 12" HAROI E2 - i� `�� '�y7 • � DRAIN SUIT' CALSENSE 3 , 2" FEBCO I I CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION CALSENSE SENSOR INSTAL LATIQ_N CALSFNSF FLOW SFNSOR INSTALL ATION 1• � DIAGRAMMATIC ONLY DIAK•RR"RM.T1C- ON DtAGI�AMMAIIG ONLY NOTES CONTINUE: \�fgN1A LA�pSc DESCRIPTION OF RE VISION DATE CITY AP M S q� • Pan . M, . „ _ •��0 ��L� ,4�,�F9�� C= ITY OF RANCHO NCAMONGA _v,DE A .N.MUM 'r ,B OF _OvEG' OVER AL. PRESSURE MAINLINE PIPE • ALL Sr-PAY wFa_S AA_FN 0 P'^EWALIS. C'UFPS. Da.vEwavS. OF; OTHER w LIC. ND 1 AND :_' ' MIN.MUf" OF QVEk CVEk' AL_ NON-Fc'E55UkE La'ERAL :NE. "kEN[H Ak^G: A:E �,_,GF :'c5 SHA _ PE :'v5 .� _ JN AN AFP'R•OF, ATE G'OF' vF BODY °` 6 1' - TERRA VISTA BACKFILL SHALL BE FREE OF ANY MA'ERIAL -HAT MAY DAMAGE :kk;GATiDN AS SFE.:;F;ED ON 'H£ _EMEND AND SET �_JSH WITH THE r:NISH GRADE PIPE OR EDLIE'"'ENT. IN THE E ENT OF BAC�F:.� SETTLEMENT, CON'kA 'Ok CHURCH ST. MEDIAN AT TR . 13270 SMALL PEaFOPM REQUIRED REPAIRS AT HIS OWN EXP.ENSE. • INSTAL_ ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADI_.S ^'lR 'HE AREA _ BE CCvEFEG. aDJ_Ic- ALL NOZZ.ES TO E. ;MINATE • ALL PIPE JINDER PAVED AREAS IS TO BE '.NS`AL.ED :N A PVC SC-[D. 4i% SPPA, :NG WATER DN BL:_D:NGS AND HARDSLaF•E. ADJUST ALL VALVE SLOW �- 'E or cat+E'j ON PL S AN ;I INSTALLED OF DETAIL. SLEE E .UCAT:pNS TO BE a5 SHOWN CONTROLS 'D PROVIDE DF';MDM FERFOR�+ANLE. - �•�� ON PLANS AND INSTALLED F'Ek DE'AIL. ` • PRIOR TO BACKFILLING :F<R'IGA'ION TRENCHES: r. • ALL OUICM COUPLER VALVES ARE 'O BE INSTALLED IN SHRUB OR GROUNDCOvER —— AREAS wHENEvEk FoSS;B�E� AND w;TH;N :8" OF THE HAkDSCAPE. ALL Wu;�l • ALL MAINLINES IN THE SYSTEM SMALL BE CAF•PLEWIS HOMPSED AND PRESSURE TESTED AT _ .� COUPLER VALVES -OCATEG IN 'URF AREAS SHALL BE '.NSTALLED ;N AN a'. 150 PSI SDR A PCF;CG OF SIX HOURS. ANY LEAkS FOUND SHALL BE - --, `, -, GG DIAMETER SREEN PLASTIC VALVE BOX. COPF'FC'ED By ;EMDVING 'HE LEA► ING � :FE OR PITTINGS AND INSTALL?NG APPROVED BY • DATE �l.Q.. NEw Ma'F�:a, ti .'S -a"E . CITY ENGINEER ( -- RCE No _31_'q79 E ' Rf M�t(ti:tE I • All 'HFEADED P'PE CONNECTIONS MADE TO SL'F'-JOINT PVC PIPE SHALL AE R, MADE WITH A PVC THREADED COUPE?NG, ALL YPREAIaED ADAP'FF _`E SIGN S ANG 1 DP- Land Concern. Ltd. I lice _ CDUF'LINGS APE TO BE 'DURA' DEEP SOCFET ' PE. I - CG6WN 17ro EAST DEERE AVEPJUE- SHE E T • CONTRACTOR '0 INC-TALL AN APPP'oVED ANTI-'1F'AINAGE DEV?CE POR ALL LOW dd F'"c-�Q�nO SANTA ANA %A 92705 6 9 ' QP. ----- _--- __-_or HEADS TO PREVENT LOW HERD DRA;NAGE ANE F"DSSiBLE SOI_ EROSiDN. IRRIGATION CONSULTANT - -- ��VE �7 � '�)2SO- 41322 ...__ _ too WE.7 FOUPTH•TREFT - �E K E .,k A*•N G NO wrrA AKA curcx+wA p2i01 _ RCE NO — (714) /✓Ov �� - - — - --- - �a• t��e - _ Q� DATE -- —. -_-- FILE NO 8 PR'C)�IECT SIEFT NO. 5OF ; II ISPRINKLER IRRIGATION SPECIFICATIONS 1 1.01 OFs_KIPr1QA XERISCAPE ASSESSMENT SYSTEM SUMMARY A Scope of Mork: Provide all labor, materials, transportation, and 5. The mart shall be a blackline or blue line ozalld print and D Brass Pipe and F!tttngs: 0• Miscellaneous Irrigation Equipment 2. $Drinkler heads shall b! Installed only after flush nq of the _ services necessary to furnish and soars theIrrigation ystem as a different color shat be used to ndlcate the area of system Has beer, accomplished to the complete satisfaction of shorn on tnc Drartngs and described herein coverage for eacn station. 1. Where indicated on the Drawings, use red brass screwed pipe 1. Refer to Irrigation Plans for sizes and types of the C+ty of Rancho Cucamonga. conforming to Federal Spectficatton /Wi;-P_351 miscellaneous irrigation equipment. 1 02 QUALITY ASSURANCE L REQUIREMENTS 6 Wnen completed and apDroveC, the chart shall be hermetically J. Sprinkler Heads sealed between fro pieces of DiaSt+c. each piece being a 2. r!ttings shall be red brass conforming to Federa 2. All miscellaneous irrigation equipment shall be a specified POINTS REFERENCE I A Permits and Fees' Tne Contractor snail obtain and Day for any and minlmum 2C m 1s SDecificaticn aw(w-P-160. or approved equal . 1. Install the sprinkler heads as designated on the Drawings. all permits and all observations as required. Sprinkler Heads to be installed in tots cork snarl be CLAIMED (Sheet#/Ref.#) 7. These charts shall be completed and approved prior to final E Copper Pipe and Ftttin9s equlvillnt 1n all respects to thOSt +temizltl. 8 Manufacturer's Directions: Manufacturer's directions and detillld oDscrvat!on o+ the irrigation system. PART 3 - EXEC'ITI�N dravings shall De follorrd in all rases rnere the manufacturers of 1. Pipe: Type K, Hard tempered 2. Spacing of heads shall not exceed the maximum indicated on I. LANDSCAPE (Point Value) articles used in this contract furnish directions covering points D. ODerattOn and Maintenance Manuals: 3.01 OBSERVATION the Drawings. In n0 case Shd?! the spacing exceed the not snorn to the Drartngs and Spetifi a tions. 2 Ftttings' wrought copper, solder joint type maximum recommended by the manufacturer. i 1. Prepare and deliver to the City of Rancho Cucamonga within Site Conditions Zo 8 ! C. Ordinances and Regulations All local, municipal and state laws, ten a lendar days prior to completion of construction, two 3 Joints shalt De soldered rite silver solder, 455 silver, 155 3.04 TEI�ORARY REPAIRS I. Water conserving p 1 ant s. [2 0] and rules and regulations governing or relating to any portion of hard cover binders with three rings containing the following copper, 162 zinc, 241 cadmium, solidus at 1115 F and 1. All scaled dimensions are approximate. The Contractor shall I information: It 8 I this cork are Hereby incorporated into and made a pert of these quldus at 1145 F. check and verify all size dimensions and receive City of The City reserves the right to make temporary repairs as necessary to 2. Turf limited t0 25'k (45F residential. ) [20J _� Specifications, and their provisionS snail be carried out by the Rancho Cucamonga's approval prior to proceeding with cork keep the sprinkle sysyem equipment in operating condition. The Contractor. Anyt M ng contained in these Specifications shall not a. Index sheet stating Contractor's address and telephone F. Gate Valves under this Section. exercise of this right D the Cit shall not relieve the Contractor of number, its* of equipment with name and addresses of 3. Plants grouped by watering need. [10] 10 B b! construed to tonfttct wltn any of the above rules and his responsibilities under the terms of the Guarantee as herein regulations or requirements of the same However, rnen these local manufacturer's representative. 1. Gate valves 3" and smaller shall be 125 lb. SNP bronze gate 2. Exercise extreme care in excavating and rorktng near existing specified. Specifications and Drawings a 11 for or descrlDe materials, valve with screw-in bonnet, nonrising stem and solid wedge utilities. Contractor shall be responsible for damages to l rorkmansn+p, or construction o+ a better quality, nigher standard, D. Catalog and Darts sheets on every material and equipment disc. utilities which are caused by his operations or neglect. 3.05 EXISTING TREE$ 4. HardsCa non-irri aced surfaCeB. 10 �� ",L , or larger size than is required D, the above rules and installed under this contract Check existing utilities drawings for existing utility TJe ( 9 ) ( ] - regulations, the provisions of these Specifications and Drawings 2. Gate valves 3" and smaller shall have threaded ends and shall locations. Where it is necessary to excavate adjacent to existing trees, the shalt take precedence C. Guarantee statem¢nt. be equipped rlth a bronze handrneel. 9 9 Contractor sha!] use all possible care to avoid injury to trees and 5. Permeable paving. [5] 3. Coor0lnate insta11at1on of trrl atlon materials tncludfn tree roots. Excavation in areas where two (2) inch and larger roots 0. Explanation of Gratings: d. Complete operating and maintenance instruction or all 3. Gate valves 3" and smaller shall De similar to those pipe, so there shall be yp interference with utilities or occur shall be done by hand. All roots two (2) inches and larger in major equipment asanutactured Dy N10co or approved equal. other construction or difficulty in planting trees, shrubs, diameter, except directly in the path of pipe or conduit, shall be '- i Due to the scale of the Drawings. it is not possible to and ground covers, y wrapped with burlap, to prevent 6• Low-water turf varieties. (5] 9 4. All ate valves shall be installed tunneled under and shall be heavily indicate ail. offsets, f't*Ings, sleeves, etc rntcn may De 2. In addition to the above mentioned maintenance manuals, 9 per installation detail. scarring or excessive drying. Where a ditching machine is run close to reQutrld. The Contractor snail carefully Investigate the provide the U ty's maintenance personnel with instructions 4. The Contractor shall carefully check all grades to satisfy trees having roots smaller than two (2) inches in diameter, the call of structural and fin'sheo condit'ons affecting all of his work for major equipment and sho■ evidence in writing to the City G. Quick Coupling Valves: Quick coupling valves shall have a brass himself that he may safely proceed before starting work on the trench adjacent to the tree shall be hand trimmed, makin clean 7. Mulch provided in non-ground cover areas. [5J 67 a and plan his work accordingly, furnishing such fittings, etc. of Rancho Cucamonga at the conclusion of the project that two piece Dody designed for rorktng pressure of 150 P.S.I. the irrigation system. cuts through. Roots one (1) inch and larger in diameter shall be are as ma be rrqu+red to meet suer condtttons. Drawin s tuts service Has peen r¢nderpd operable with quick coupler. Key size and type shall be as shorn g y 9 On pians. 3.02 PREPARATION taeeted shoultd betwo �losedcoats withinTree twentySeal, fourr(24)equal. hoursr¢andpwherreadjacent this is 8. Soil amendments. (5J S �r generally diagrammatic and installed s tnc cork to be E. EgvtDment to De Fu*nisned not possible, the side of the trench adjacent to the tree shall De kept installed. The work sha'' Of Installed in such a manner as to N. Backflow Prevention Units: A. Ph s1ca1 Li out: avoid conflicts between the ir•igat+on system, planting, and y y shaded with burlap or canvas. 1. -z�, arcn+tectural features Supply ds a part o+ this contract the fpllowing tools: Total Points Claimed: 1. Batkflor prcvent,on units shall be of its! and type indicated 1. Prior to installation, the Contractor shall stake out all 3.06 FIELD QUALITY CONTROL Z. All work called for on the Drawings by notes or details shall A. Two (2) sets of special tools required for removing, on the irrigation drartngs. Install backflow prevention pressure supply lines, routing and location of sprinkler be furnished and instal'ed whether or not specificallydisassembling and adjusting each type of sprinkler and units 1n accordance with the Drawings. heads. A. Adjustment of the System: [Minimum Points Required: 60j mentioned in the Spec'+tcal`dnS valve Supp?!ed on tuts DrOjeCt. 2. Wye strainers at backflow prevention units shall nave a 2. All layout shall be approved by City of Rancho Cucamonga i. The Contractor shall flush ind adjust all sprinkler heads for D Two c2? Four toot +aloe kers for operation of gale bronzed screwed body with 60 mesh morel screen and shalt be prior to installation. 3. The Contractor shalt not Drawings install the us in optimum performance and to prevent overspray onto calks, II. IRRIGATION [Point Value] - valves similar to Bai,e #tpOB or a roadways, and buildings as much as possfDle. system as snow, on the Drartngs rnen tt ,s obvious in the y pprove0 equal. B. Nater Supply: field that obstructions. grade differences or discrepancies t, Tro (2) ke s for eacn automatic Controller. in area dimensions exist that might not have been considered y 3 All pressure mainline piping between the point of connection 2. If it is determined that adjustments to the irrigatl0n 1. LOW allOnd a irri atlOn f4 Stem. 20 0 '� in engineering. Such obstructions or differences should be and the backflCw preventer shalt be installed as required by 1. Irrigation system shall be connected to rater supply points ! ui mens rill g g g y [ J - ✓Z--- d One (1) Quick coupler key and matching hose swivel for local code Tne Contralto* shall vers+y rico the deal of connection as indicated on the Drarin s. q D provide proper and more adequate coverage, the Drought to the attention of the Ctty of Rancho Cucamonga In 9 Contractor shall make such adjustments prior to the event this notification is not performed, the Contractor every five :5, or ',action thereof of each type of quick governing body as to material type and installationplanting. coupling valve Instd'i.ed procedures prior to start of construction $ubmlt shoo 2. Connections shall be made at approximate locations as shown Adjustments may alio include Changes in nozzle sizes and 2. AU t Om a t i C C O nt ro 1 1 e r. (2 0 J _ S shat/ assume full respons+billty for any rpv,slon necessary. degrees of arc as required. Orar!nq for aDDroval. on the Drawings. Contractor ,s responsible for minor changes 1 03 SUBMITTALS 2. The above mentioned equipment shall be turned over to the caused Dy actual site conditions. City at the conciuz!on of tee project. Before final 1. Check Yalves: 3. lowering raised sprinkler heads by the Contractor shall be � observation can occur, evidence that the Owner has received C. ElpttrY ical SupDl accomplished within ten (10) days after notification D the 3. Designed to water plants by watering needs. (10] 1� A City. -1+-511 M N 1 ate a list: material must be snorn to the City of Rancho Cucamonga. 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. 1. Eiec*rival connections for automatic controller shall be made 4. SO i 1 m0 i 8 t u re 8 en 8 O r s. 1 0 S 1. The Contractor shall furnish the articles, tgVl pmpnt, bf OnZ! COnStrutitOn rlth enol it eabie Compos1t10n, neCprene or materials, or processes specified by name in the Drawings and 1.04 PRODUCT DELIVERY, STORAGE AN: HANDLING Specification to elec:rtcal otnts of connection as Indicated on the 1. All sprinkler heads shall be set perpendicular to finished ( J �_ �` rubber disc and snail meet or exceed Federal S carton p Specifications. No substitution will be allowed without prior WH-V-510, Class A, Type IV. Drawings _ grades unless otherwise designated on the Drawings. written approval Dy the Ctty of Rancho Cucimc,ngd. A Handling of PVC Pipe and Fittings: The Contractor 1s cautioned to " exercise care in nandting, loading, unloading, ind storing of DVC 2. Anti-drain valves shall pe of heavy duty virgin PVC 2. Conner.ions shall be made at approximate locations as snorn 5. Rain Bird EFA-CP-PRS valves rill be set per manufacturers 5. Rai n 8 e n S O r S. (5) - 2. Complete material test snail to submersed prior to performin pipe and fittings. All PVC pipe shall be transported in a vehicle construction with F.I.P. thread inlet and outlet Internal on tl.e Drawings. Contractor is responslDle ice minor changes specification so that each lateral operates at design any cork. Material list shall include the manutactur¢r9 which allows the length of pipe to lie flat so as not to subject parts snail be stainless steel and neoprene. Anti-drain caused Dy actual site condtttons. pressure. 1t to undue bending or concentrated external load at an , 6. Wind sensors. 5 model number and description of all materials and equipment 9 y polos. valve snail De field adjustable against Orarout from 5 to 40 I ( ] LO be used. Although mdmufac.,rer and Other information may Any section of pipe that has been dented or damaged will be feet of head. Ante-drain valve shall be slmitar to the 3 03 NSTA;:ATION B. Testing of Irrigation System: be different, the fol;0-1 ng is a gulde to Drover submittal discarded and, if Installed, snail be replaced rttn Her ptpinq. Valcon "ADV" or approved equal. format. A. Trenching: 1. The Contractor shall request the presence of the City's 7. Sensitive t0 Slope faCtore. (5] _ 1.05 SUBSTITUTIONS Authorized Representative in Jwritin at least 48 hours in. Cont rot Wiring advance of testin 9 1. Dig trenches straight and support pipe continuously on bottom g. Item N4. Q1tSitjpil�^ tA1Vf4itvrlr M!Qle' NS?__ A. If the Contractor wishes to substitute any equipment Or materials 1. Except as noted Otherwise, connections between the automatic of trent^. Lay pipe t0 an even grade. Trenching excavatior, 8. Reclaimed Or recycled water. (5J 1 Backflow Preventer Febco 825Y for those equtDment o' materials leased on the Drartngs and controllers and the electric control valves shall be made shall follcw layout indicated on Drawings and as noted 2. Test all pressure lines under hydrostatic pressure of 150 Spe:ifications, he may do so by providing the following with direct burial copper wire AWG-U.F. 6D0 volt. Control pounds per square inch, and prove watertiyht. 2 Automatic Controller G lstnse IOOC Series tnformatton t0 the City of Rancho Cucamonga for approval' wiring installed in control wire conduit within structure 2. Provide for a minimum of twenty-four (14) inches cover for Tota 1 Point s C 1 a ime d: .. 3 Gate Valve N+bco T-113 shall be made with AHG-TW solid copper vire. Pilot wires pressure mainlines 3" and larger. i. Provide a statement indicating t Note:e reason for making the shalt De i different color vire for each automatic Testing of pressure mainlines shall occur prior to 4 Etc. Etc. Etc. substitution. Use a separate sneer of DaDer for eacn !tem to 3. Provide for a minimum of eighteen (18) inches cover for all installation of electric control waives_ controller. Common tires shall De white with a different I De substituted. color Stripe roe eacn automatic controller. Install to pressure supply lines. ' [Minimum Pointe Required: 60] Irrigation submittal must be specific and complete Ali accordance with valve manufacturer's specifications and wire 3. All piping under paved areas shall be tested under 2. Provide descriptive catalog literature, performance charts mart. In no case snail etre size De less than x11. 1. Provide for a minimum cover of twelve (12) inches for all hydrostatic pressure of 150 pounds per square inch, and items must be listed and snoul0 include solvent/pn m¢., wire, non-pressure lines. proved watertight, prior to paving. _ _ vire Connectors. valve boxes, etc No CODilS Of and f�Or charts for eacn item t0 be SubSt!tuiPd. - _ manufact re s tterat.re ca a'og cels) ar¢ r¢q ,red as r 2. Wiring shalt occupy the same trench and shall be installed submittal information 3. Provide the amount c cost savings 1f the substltutr0 t,em is along the same route as pressure supply or lateral lines S. Provide for a minimum rover of eighteen (18) Inches for ail 4. Sustain pressure in lines for not less than six (6) hours. approved. wherever possible. control riring. If leaks develop, replace joints and repeat test until entire system is proven watertight. 3. Tne Contractor may submit substitutions for equipment and 8. The City of Rancho Cucamonga shall have the sole responsibility in 3. Where more than one (1) wire Is placed in a trench, the B. Backfilling: materials listed on the Drawings by following procedures as accepting or rejecting any substituted item as an approved equalr,rtng snarl be taped together at intervals of fifteen (I5) ft. 5. All hydrostatic tests shall be made only in the presence of ou.ltned In Section 1.05 of the rrlgation Specs h u tions. to tnosc equipment and mater+ars listed on th.e Drawings and i. Tne trenches shall not be backfilled until all required tests the General Contractor, or the City of Rancho Cucamonga, No 4. Equipment or materials installed or furnished without prior Spec,fications 4. An expansion curl shall be provided within three (3) feet of are performed. Trenches shalt be carefully backfilled with pipe shall be backfilled until it has been observed, tested aDDroval of the City of Rancho Cucarrnga may De resected and each wire connection. Expansion curl shall be of sufficient the excavated materials approved for backfilling, consisting and approved in writing. 1.06 GUARANTEE length at each splice connection at each electric control of earth, loam, sandy clay Sand, Or oth¢r apprpve4 the Contractor required to remove such materials from the site at his own expense, valve, so that in case of repair, the valve bonnet may of materials, free from large clods of earth or stones. Backfill 6. Furnish necessary force pump and ail other test equipment. A. Tne Guarantee fpr the irrigation system snail De made In Drought to the surface ritnout disconnecting the control shall be mechanically compacted in landscaped areas to a dry S. Approval of any Item, alternate or substitute indicates only accordance with the attached form. The General Conditions and wires. Control wires shall be laid loosely in trench without density equal to adjacent undisturbed soft 1n planting 7. When the irrigation system is completed, perform a coverage that the product or products apparently meet the requirements Supplementary Conditions of these Specifications shall be filed stress or stretch nq of control rlre conductors areas Backfill rill conform to adjacent grades without test in the presence of the City of Rancho Cucamonga, to of the Drartngs and Specifications on the pasts of the rltn the City prior to acceptance of the Irrigation system. dips, sunken areas, humps or other surface Irregularltles. determine tf the water coverage for planting areas is information or simples submitte I 5. Ail splices shall be made with Scotch-Lok #3576 Connector complete and adequate. Furnish all materials and perform all B. A copy of the Guarantee form shall be included in the operations Sealing Packs, Rainbird Snap-Tito etre connector, or approved 2. A fine granular material backfill will be initially placed on work required to correct any inadequacies of coverage due to f. Manufacturer's warranties shall not relieve the Contractor of and maintenance manual, equal. Use one splice per connector sealing pack. all lines. No foreign matter larger than one-Half (1;2) into deviations from plans, or where the system has been willfully his liability under int guarantee. Such rirrinttes shill in size rill be permitted in the initial backfill, installed as indicated on the Drawings when it is obviously only supplement the qw rantee. C. Tne Guarantee form shat/ De re-typed onto the Contractor's 6. Fie10 splices between the atutomatic controller and electrical inadequate, without bringing this to the attention of the let*ennead and contain the tollering information control valves will not be allowed without prior approval of 3. Flooding of trenches will be permitted only with approval of City of Rancho Cucamonga. This test shall be accomplished 8. Record Drawings: the City of Rancho Cucamonga. the C!ty of Rancho Cucamonga before any ground cover is planted. GUARANTEE FOR SPRINK!ER IRRIGATION SYSTEM 1. Tne Contrictor snali provide and kerb up to date and complete K. Automatic Controttprs: 4: If settlement occurs and subsequent adjustments n pipe. B. Upon completion of each phase of cork, entire system shall De • record set o/ blue tine ozalld printf rhicn shill De We hereby guarantee that the irrigation system we have furnished valves, sprinkler heads, lawn or planting, or other tested and adjusted to meet site requirements. corrected daily ind snow every change from the origlnil and installed ,s fret from defects in materials and workmanship, 1. Automatic Controllers shall be of size and type snorn on the construction are necessary, the Contractor shall make all drir,ngs and specifications and the exact installed and the work has been completed in accordance with the Drawings drawings required adjustments ritnout cost to the Ctty. 3.07 MAINTENANCE locations, Sizes, and kinds of equipment. Prints for these and Specifications, ordinary rear and tear and unusual abuse, or purposes may De ob U toed from tot City of Rancho Cucamonga at neglect excepted. We agree to repair or replace any defects in 2 Final location of automatic controllers shall be approved by C. Trenching and Backfill Under Paving: A. The entire irrlgatfon System Shall be under full automatic cost. Th s set of drawl rigs shall be kept On the site and material Or rorkmansh p rh cn may develop during the period of one the City Of Rancho Cucaxvnga. operation (or a period Of Seven (7) days prior to any planting. shalt De used only as a record set. year from date of acceptance and also to repair or replace any 1. Trenches located under areas rnere paving, asphaltic concrete damage resulting from the repairing or replacing of such defects 3 Unless otherwise noted on the Drawings, the 120 volt or Concrete, will be installed shall be backfilled rico sand B. The City of Rancho Cucamonga reserves the right to waive or 2. These drawings shall also serve as work progress sheets and at no additional cost to the City. We shall make such repairs or electrical Dower to the automatic controller location shall (a Layer six (67 inches below the pipe and three (37 inions shorten the operation period. snail De the Casts for measurement and payment for cork replacements rlthln a reisonaDle time, as determineabove the pipe) and compacted in layers to 952 compaction, d by the City, be furnished by others. The final electrical hook-up shall completed These drawings shall be available at all times after receipt of written notice. In the went of our fat lure to De the responsibility of the Contractor. using manual or mechanical tamping devices. Trenches for 3.08 CLEAN-UP for o0servatton and shill p¢ kept in a lou tion designated Dy make such repairs or replacements within a reasonable time after DiD+^9 snail be compacted to equal the compaction of the the City of Rancho Cucamonga. Should the record blue line receipt of written notice from the City, we authorize the City to L. Electric Control Valves: existing adjacent undisturbed soil and shall be left in a Clean-Up Shall be made as each portion of work progresses. Refuse and record drawtnq progress sneers not be avallaDle for review or proceed to have said repairs or replacements made at our expense firm unyielding condition. All trenches shall be left flush excess dirt shall be removed from the site, all walks and paving shall not be up-to-date at the time of any observation (refer to and we rill pay the costs and charges therefore upon demand. 1. All electric control valves shall be the same size and type with the adjoining grade. The Contractor shall set in place, be broomed or washed down, and any damage sustained on the work of Section 3.10 - Inspection Schedule), it rill be assumed no shorn on Drartngs. cap and pressure test all piping under paving prior to the others shall be repaired to its Original condition. work has been completed and the Contractor vi 11 be assessed paving work. the cost of that site visit at the current billing rate of PROJECT: 2. Al electric control valves shalt have a manual flow 3.09 FiNAI OBSERVATION PRIOR TO ACCEPTANCE the City of Rancho Cucamonga. No other observations shall adjustment. 2. Generally piping under existing walks is done by jacking, tike Diace prior to payment of that assessment. LOCATION. boring or hydraulic drtving, put where any cutting or A. The Contractor shall operate each system in its entirety for the 3. Provide and install one control valve box for each electric breaking of sidewalks and/or Concrete Is necessary, it shall City of Rancho Cucamonga at time of the Final Observation. Any 3. The Contractor shall make neat and legible notations on the SIGNED _ control valve. be done and replaced by the Contractor as a part of the items deemed not acceptable by the City of Rancho Cucamonga shall record drawing progress sheets daily as the work proceeds, contract cost. Permission to cut or break sidewalks and/or be reworked to the complete satisfaction of the City of Rancho snoring the work as actually installed. For example, should ADDRESS: N. Control Valve BOxlf: concrete shall De obtained from the City of Rancho Cucamonga. a piece of equtpmcnt be instilled in i location that doesnot Cucamonga. No hydriultc drlvinq rill be permitted under match the plan, the Contractor must indicate that equipment PHONE: DATE OF ACCEPTANCE: 1. Use 8 112" I.O. x 11 3/4" round concrete valve boy with concrete Davi ng. g. The Contractor shall snow evidence to the City of Rancho Cucamonga has beer) relocated in a graphic manner so as to match the Fibrelyte lid for all gate valves. Extension sleeve from that the Clty has received ail accessories, charts, record original symbols as indicated in the irrigation legend The valve lick to gate valve shall be PVC Schedule 40 - 6" minimum 3- Provide for a minlmum cover Qf eighteen (l8) inches between drawings, and equipment as required before Final Observation can relocated equipment and dimensions writ then De transferred A T-1_- PRI'�iKI$ size Valve box sha': be similar to Christy "F8 Box" valve the top of the pipe and the bottom of the aggregate base for occur. to the original record drartng plan at tot proper time. boy with Christy `ELBE" lid or approved equal. all pressure and non-pressure piping installed under 2.01 MATERIALS asphaltic cOncrtte paving. 3,10 ONSERVATION SCHEDULE 4. Before the date of the final observation, the Contractor A. General: Use one new materials of brands and types noted on tOncrtte ractangdlar box wit^ ribrelyte sM 11 transfer all Information from the 'record drarin y y lid `or all electr - control vaiYes. Vaive boy snail be D. Assemblies: A. Contractor shall be responsible for notifying the City of Rancho . g" Drawings, specified Herein, or approved equals. similar *o Christ 'H9 Box" with Christ "r QU" lid or Cucamon g g prints to a septi mylir or Similar myth material procured y y I ga in advance for the followin observation meetin s, loped �d nous/ I. Routing of sprintler irrigation lines as indicated on the according to the time indicated: from the City of Rancho Cucamonga. All work shall be in g. PVC Pressure Main line Ptpe and Ftttings: Drawings is diagrammatic. Install lines (and various q waterproof India ink and eponm to the mylar Dy a technical assemblies) in such a manner as to conform with the details i. Pre-Job Conference - 7 days pen made express/ for use on m lar material. Such en shall 3. Insta i =arn remote c,^trot varve to a separate valve box. fn the Drawings. y Y D 1. Pressure main line piping for sizes 2" and larger, shall be Each v.,ve number s"ll be heat branded on valve box top with be similar to Loose manufactured by Rapidogriph, Kueftell & PVC Cliffs 315. Esser, or Faber Casttll. The dimensions shall be made so as 2" ta'.1 etters. Branding unit available from Hydroscape 2. pressure supply line installation and testing - /8 hours e Products, Inc , Phone number (714) 639-1850. 2• Install no multiple assemblies in plastic lines. Provide to Deislly reidible even on the final Controller chart (set 2. Class 315 Pipe shalt be made from an NSF approved Type 1, tach assembly with its own outlet. 3. Automatic controller installation - 18 hours Section C). The orlglnal eylar 'record Orarinq• plan shall De Grade I, PVC compound conforming to ASTM resin specification N $prinkllr Heads: 11 suDmttted to thci-p e City of Rancho Cucamonga for approval prior 01784. A11 pipe must meet requirements as set forth in 3. Install all assemblies specified herein in accordance rite 1. Control rice installation - 18 hours d d Pagano to tnc tompletipn of the controller chart. Federal Specification PS-22-70, with an appropriate standard ,. All sprinkler heads shall be of the same size, type, and respective detail. In absence of a detail Drawing or S. The Contractor shall dimension from two (2) permanent points dimension (S D.R.) (Solvent-veld Pipe). deilver the same rate of precl station with the diameter (or Specification pertaining to a specific item required to po D S. Lateral line and sprinkler installation - 48 hours of reference, Duiidinq corners, sldew lk, or road radius) of throw, pressure, and discharge as shown on the complete the work, perform such work in accordance with best IRRIGATION CONSULTANT intersections, etc., the iocatton of the follorinq items: 3. Pressure main line pip/nq for sizes 1-112' and smaller shall drawl ngs and/or as specified in these special provisions. standard practice with prior approval of the City of Rancho 6. Coverage test - 48 hours i0e WEST FOLVrH STREET be DVC Schedule 40 rltn solvent welded joints. CUCa mongd. SANTA ANA CALIFORNIA 92701 2. Spray heads shall have a screw adjustment. 7. Final Observation - 7 days a. nnectton to tltstinq rater icons. /. Schedule 40 DiDe shall be made from NSF approved Type I, 1. DVC plot and fittings shall be thoroughly cleaned of dirt, (7 U)ala-2067 b. Connection to existtnq electrical power. Grade I PVC compound conforming to ASTM resin specification 3, Riser units shall be fabricated fn accordance with the dust and moisture before tnstallition. Installation and B. When observations have been conducted by other than the City of D17B5. All pipe mutt melt requirements is set forth in solvent welding methods shall be as recommended by the pipe C. Gate valves. Federal Specification PS-11-70. details shown on the drawings. Rancho Cucamonga, show evidence in writing of then and by whom and fitting manufacturer. these observations were made. 5. PVC solvent-recd fittings snail S.De Schedule /0, 1-2, II-I MSF 1. Riser nlppies for all sprinkler heads shall be the same site On PVC to metal connections, the Contractor shall work the d. Routing of sprinkler pressure 11 nes (dimension max. 9 D as the riser opening 1n the sprinkler Dody. metal connections first. Teflon tape or approved equal, C. No site observations will tommtnte without "AS-Built" record DESCRIPTION 0 F REVISION D A T! CITY 100' along routing). approved conforeln to ASTM test rocedure 02166. shalt be used on i11 threaded PVC to PVC, and on all drawings. In the event the Contractor calls for a site visit f. Solvent cement and primer for PVC solvent-veld pipe and S. All sprinkler heads of the same type shall be of the same threaded PVC to metal jointsLight wrench pressure ,s all without "As-Built" record drawings, without completing previously A PP ROYF D t. SDrtnkier control valves. manufacturer. . fittings anal/ De Of type and lnstillati0n metno0s prescribed that is required. Where threaded PVC connections are noted corrections, Or without prepartnq the system for Said visit, Dy the manufacturer. required, use threaded PVC adapters into which the pipe may he shall be responsible for reimbursing the City of Rancho f. Routing of control tiring and lOutlpnS Of all split! 0 Identification Tags CITY OF RANCHO CUCAMONGA boxes. be solvent welded. Cucamonga at his current billing rates per hour portal to portal 7. A11 PVC DiDe must bear the follorinq markings: (plus transportation Costs) for inconvenience. NO further site h NIA 1. I.O. tags for electric control valves shall be manufactured visits rill be scheduled until this charge has been paid and vet: LA/� from Polyurethane Behr Desopan. Use Christy's standard tag E. Line Clearance: All lines shall haw! a minimum clearance Of �Q� �f • q. Quick coupling valets. a. Manufacturer's name twelve (12) inches from each other and from lines of other received. hot stamped with black letters on yellow background. Tags SCJ �� M- sq ` TERRA V 1 S T A h. Stub-outs for future connection. b , Nominal pipe size shall be numbered to atter programming shorn on the trades. Parallel lines shall not be installed directly over one C. Schedule or cuss another. d. Pressure rating to P.S.I. dravings. Provide one U q for each electric control valve. ___ 1. Diner related equipment as directed by the City of I. NSF (Nationai Santtatton Foundation) approva, g y p F. Automatic Controller y 0 - � CHURCH S T. MEDIAN AT TR. 13270 Rancho Cucamonga 2. Special order tags from T. Christ Enterprises. 1211 Struck END OF SECTION G �• �0. 12 • f. Date of extrusion Avenue, Orange, G 92667. Phone (71d) 771-4142. W � Install as per manufacturer's instructions. Remote control valves W- r n 6. On or Def ore the date of the final oDservatlon, the 8. All fittings shall bear the manufacturer's name or trademark, P Yandai Resistant Controller Enclosure: shall be connected to Controller in numerical sequence as shown on � Contractor snail deltver the corrected and corp the etedSepl sepias material designation, size, appilcable I.P.S. schedule and the Drawings. DATE IRRIGATION S P E C i F i C A T t0 N S t0 the City of Rancho Cucamonga. delivery of the sepias will NSF seal of ipprpval. 1. Controller enclosure shall De of size and type shown on the not relieve the Contractor of the responsibility of irrigation dravings and irrigation detail sheet. G. Nigh Voitige Wiring for Automatic Controller: Prifurntsninq required information that may be omitted from the C. PVC Non-Pressure lateral Line Pipinq: f� LEWIS HOMESprints 2. A backboard shall be secured to the controller enclosure 1. 120 volt power connection to the automatic Controller shall T. Non-pressure buried lateral line piping shall be PVC Schedule housing to provide a base for mounting the autanatic be provided by the Contractor. E1 til•`, G'. C. Controller Charts: /0 with solvent-veld joints rnen installed to plantlnq areas. sprinkler controller and terminal strip. !� APPROVED 8Y. DATE. =_1rSC` 2. All electrical xork shall conform to local codes, ordinances, 11 ' 1. As-Dulls drawings sni11 be approved by the City of Rancho t. Non-pressure lateral line piping installed under paved areas 3. A 117 volt duplex box snail be provided with and On/Off and union authorities having jurisdiction. 62 __,_�_D CITY ENGINEER "!" "'__..__.,.-...-_.^" 'v`!�'x R C.E N0•-31471- Cucamonga before controller charts are prepared. snail be PVC Schedule a0 ritn solvent welded joints. switch, and 117 volt receptacle. Metal conduit shall run ..� from the 117 volt supply to the controller housing. Ail N. Remote Control Valves: DESIGN RECOMMENDED2. Provide One Controller shirt for each controller supplied. 3. Pipe shalt be made from NSF approved, Type I, Grade II PVC power within the housing shall be properly phased. compound conforming to ASTM resin specification D1784. All I. Install where shown on the Drawings. When grouped together, IM C 3. The chart shall show the area controlled by the automatic pipe must meet requirements set forth in Federal 4. A terminal strip shall be provided, clearly indicating the allow it least twelve (12) inches between valves. Instal, V Land Concern, Ltd controller and shill be tot maxiwum size rhlih the controller Specification PS-21-70 with an appropriate standard dimension prober points of connection of all appropriate wiring each remote control valve in a separate valve box. 1 750 EAST DEERE AVENUE door rill allow. ratio. (station valves, master valve, common, central control.) DRAWN h! SHE E T I. Flushing or system: 1. The Chart Is to De t reduced driving of the actual installed t. Except is noted to paragraphs i, 2 and 3 of section 2.018, L P /}�� SANTA ANA CA 92705 7-!_OF `� system. However, in the event the controller sequence is all revulrements for non-pressure literal line pipe and 1. After all rev sDrinkler pipe lines and risers are in place PNOI�E (714)250-4822 not 1egiDlt then the drar,nq is reduced, it snail be fittings shall be the same as for solvent-weld pressure main and connected, ill necessary diversion cork has been CHECKED enlarged to a size that rill De readable when reduced. line DiDe and fittings as set forth to section 2.018 of tneze completed, and prior to installation of sprinkler heads, the DRAWING MOR C E NO � Q SDcc,ftcations. control valves shall be opened and full head of rater used to D.D. PA G A N O DC , I flush out Me system. GATE FILE NO PROJECT SHEET NO. oZbOFA$ 6s. .. - - . . - i i ! i I � TRS C T y 3 1 r 2 — M /E-FLu - - uj z Ntv 44 - Ott 0) cQ) 0,0 Q - v — fPs CHURCH _ W —-------------------------------- -11T. - - :( �+'� .,t.1 1 t f t '2 t t. f r ♦ ♦ r r + r _ r r ♦ r r + . ♦ i t-_,.��.+ r { r t t r r ♦ ♦' t � .. ,.- t _ r r '.. + r♦ ♦ t r f r { r- '�, •ter s.' _ t + t ;-t r f - _ J _ rf }.•. -v"�f-.� _, .. z �.�1�. �w•.1F�-+*,t+ rv. - �A„ s �f' ' ..*�, - ,. * '�'"`•t�"' .....t .f...� - `.�"'�r + ` - :�X+�- _ _, x�` _ r t •tj�r f - Ike ,- _ i� - s 4 J a f . i rt "t - t t • t * ♦ f -.— .. _....._ - / ''s f- t' t ♦ ♦fLLI r r t I _ —' �.!�/�,A.ti. ,.n"J�,�1..�..it�� \. s+.,•(� '!� t.I�..J\.Ai � r /�.,✓.,,,�•As•/. /t.: ."� �'- �„ �,�-:aF� � J � EF — �j - - V - V r — 5-5 M G E F E T _ T� T y�.I T -B-S -s PT T Ahl PLANTING LEGEND GROUND COVER NOTE NOTE : CONTRACTOR SHALL PLAN? ALL TREES PLANTING KEY C4•Rse. GAtNv 4" THICK COVERING O��rIREDDED MULCH WITH ROOT BARRIER PER CITY STD. DETAIL • IS ESP . ESPALIERED AS PER MFG. BY BLUE RIBBON NURSERY A6KIN. OFA5YFT. FROM HARDSCAPETREE WROSE TRUNK CSHALL BE SCALE. 10-20' GAL, GALLON CONTAINER ORANGE ,CA ( 714) 633-3666 OR CITY PLANTED WITH ROOT BARRIER APPROVED BY SEE PLANT LIST OR G. C . GROUND COVER THE CITY INSPECTOR. LT LEGEND HT. HEIGHT APPROVED EQUAL SAMPLE MUST BE APPROVED L .A. LANDSCAPE ARCHITECT BY CITY . INSPECT PRIOR TO PURCHASE OR i r �" I SIZE OF PLANT MATERIAL L.C. LANDSCAPE CONTRACTOR INSTALLATION . GALLON OR BOX SIZE MIN. MINIMUM r QUANTITY OF PLANT M.T. MULTI -TRUNKED MATERIAL O. C. ON CENTER RD . REDWOOD TRACT 13270 S.L.A. SELECTED BY L . A. SPEC. SPECIMEN F SP . SPREAD — Q - T— - t T— _ r r • _ _ - -� UJI C W - Z N > =_ CuJ T. URC STREET UJ— r e ,�`.-1� t : t � + t . ♦ r. r ♦ F . r- ♦ tt - ♦ • t-��'��r t� - - , - .;,>.i.+ =�.�c ♦ + f Y f t * f • f t i * i '''wad's,/.."y�z+'rt,'w��"�''.. ,..� y -. .... .......... .... _..-,_-. .,_._. ._ ,......___...,_ _._.�,.__>.�.,�_<u_.-_. .. t . r"'`► ''mac +r - _ •.- -.*'arm."�l`__. - _. --�^-,... 7f .�1�'='r"^�"�M �."'-'"=;".._:_ - _,�_ �,"..�r.-�.,--'- Y:_1'._3"° - r �.'..sll�=�.�,ee �.�- • ate+'".!� ��.-A�� f ,,,,e��, - f"� ♦ ~ I - f - - . . • . i 1 � _1s [ .A.,.� �. -... `.,.,�.K i. e4-`,4z♦ t+.4.L♦ 1 ,. :. ' t.. t T r/L�f. -,e.L< ,� " � -:_.rw.'wi '.....'A.•� • w f . _.. � :. t -, �.. � ..,.�wti.,r,�_...��.�,,,#1' ,...Al�.�_>:�;�.�e..e..-.�.,(c �-�. -1 .14. ,I /�...'"-q.-.,3,.�� •,�;),..,�'.'v.•�..� .� 1Q->-1 I;..3'�r "ase �d4,!�..�-w.,, .'r�'.f\ S L J = T� i Lu J () — TW M G Q _ T_ E F Tw Sts-s 5�-5 - allow " Q 9 O C-) `r LIC. NO 183 m \ NOTE: REFER TO SKEET 3 FOR i4 PLANTING DETAILS a SHEET 9 oa;� FOR PLANTING SPECIFICATIONS , PLACEMENT OF TREES SHALL BE .31 SCALE0 APPROVEI.) BY THE CITY I NSPFCTOR . 1 .20 OF CA�\t� SOIL AMENDMENTS TREE LEGEND cNCULD BE Y :'. CC"S' A!* THORCUC' , � I'hORPORAT�C ?0 A {SYM. QTY. 4. 36" 42124 O.C. BOTANICAL NAME - - -- CITY COMMON NAME DESCRIPTION OF REVISION DATE APPROvEO I i1lt;IXUM 6" CEPT�' BY '?E•":',S OF ROTORILLER OF EQUAL: ., rz ./lCITY OF RANCHO CUCAMONGA O^O SQl'^•RE FEET � , �•� �� ` - MG g.� 33 20 MAGOLIA GRANDIFLORA SAMUEL SOMMER ��- "SAMUEL SOMMER" 6 CU. YDS. KITP06EN STABILIZED ORGANIC AIVEP01,1ENT = � TERRA VISTA CERIVEC FROM RECblOOD SAWDUST FIR SAWDUST', OR =`* ��` '*��'!"� - asa UWTS CEDAR SAWDUST. w •+� ` i ,�.� tom''= CHURCH ST, MEDIAN AT TR. 13270 15 LBS. 12-12-12- CG't'ERCIAL FERTILIZER 9C, R . . F ,. SHF.UD LEGEND � S:_CKFISH MIX FOR USE E FRED THE AS FOLLOWS:OF CO.�TAItER-GROAN x, O PLANTING PLAN ?cDS ��.'iD SHRUBS Sr:G'J_v cE PRD�ARED AS FOLLOWS: 5p z •. �`s% HIGH DENSn-V� CONC)O✓APTS 6 PARTS BY VOLUME Or!-SITE SOIL SYM. QtY. SIZE O.C. BOTANICAL NAME COMMON NAME "' � :� dee U011T6 TRACTeas LEWIS HOMES 4 PAP,TS B. ,„LL..ME NITROGEN STABILIZED ORGANIC AMENDMENT _�_ _� __.__ _� — - !• 13.8u Ac,NET 1 LB. 12-12-12 PER CU. YD. OF MIX - : 2 LBS. iR0'i SULFATE PER CU. YD. OF MIX EF 11 5 GAL 3 I ESCALLONIA HYBRID DWARF ESCALLONIA APPROVED BY: DATE: "NEWPORT DWARF" .�, "" © _ ! I rs`[T• �� TY ENGINEER � _ RC.E N0.�7`_ TirE ABOVE MATERIALS SHOULD BE THOPO!tGHLY BLENDED PRIOR TO USE FOR > c � )41GH DENSt �'�� `� r � '� F€C►V-IST � B.1 KFILL PURPOSES. Z r • r• ! c_ T t t kex_ to I „ CONDO./AFT , ' ,� ` DESIGN RIFCCMMENDED C PTW SL 3 r PITTOSPORUM TOBIRA WHEELERS DWARF = _ t"d`'"'` _ "' '•r� see�Kns i :; „ „ :' ,`lis amayx fl•.:"�Y t = a• FOR BID PURPOSES, APPLY SOIL AMENDMENTS PER LAB REPORT PROVIDED WHEELERIr s Land Concern. Ltd. BY LEWIS HOMES. KEY MAP _ , 3 DRAWN 1750 EAST DEERE AVENUE SHE E T o[r.snY 1 LAB WORK. PERFORMED BY SOIL AND PLANT LABORATORY, INC. , SANTA ANA TJ �Og t sat 18" TRACHELOSPERMUM JASMINIOIDES STAR JASMINE �� '' ;�;'M� • p SANTA ANA CA 92705 OFFICE (714) 558-8333, LAB #98125 ON 3/27/87 FOR LEWIS HOMES, 34 � '; PHONE (714)250-4822 _B_or TERRA VISTA. E CHECKED DRAWING NO 4# � E� Eo RCE NO L. J a / 09— / GATE FILE NO }— A7 PROJECT SHEET NO. OF ePU CONCRETE 10 .CONCRETE FINISHES E. Plant List - is indicated on drawings. 14.PLANTING VINES, SHRUBS, AND GROUND COVERS -" B. Fertilization - Fertilize three (3) weeks after planting with 5 1 SCOPE Flat surfaces shall be screeded to the required levels and slopes and A. Vines and'shrubs shall De planted in pits at least 18" greater pounds 16-E-8 per 1,000 s f F. S?zes_of_Plants - Shall be as stated on the Pian. Container D q. t. ; fertilize thereafter every then any excess water and laita•,ce removed. Concrete Shall be stock 71 gallon, 5-gallon, and 15-gallon) shall have been grown in diamter than their ball of earth and at least 12" below the thirty f30) days. Furnish and install all concrete work complete as indicated on the compacted with a grid tamper a• then floated to o true level surface in containers for at least one (1) year, but not over two years. bottom of the ball . Compacted soil at bottom of pit shall be within the tolerance of 1/8" al. •q a 10" straight edge. looseded and the it filled with "prepared soil" to the bottom C. Disease and Pe;t Control - For control of slugs and snails, drawings and specified including D - __ ____ G. Substitutions Substitutions for the indicated plant materials of the ball . When the plant has been properly set, the pit app y pelletized tric acium arsinate 5% by weight and See plans for concrete finish in landscape areas. p shall be filled i thf required grade with "prepared soil" and metaldehyde 51 by weight as per manufacturer's recommendations A. Furnish and set all reinforcing steel, bolts, and anchors -W-,,TT be permitted provided the substitute materials are approved thoroughly settled by lambing and watering. All vines shall be two (?) weeks after Installation. B. install all items required by other trades which are to be cast into 11. EXPANSION JOINTS iIn n advance dvavannce Dy the L.A. and the substitutions are made at no itil cost to the Owner. Except for authorized rartations, removed from stakes, untied, and securely fastened in an concrete. all Substitute plant materials shall conform to the approved manner to the wall, fence, or other surface next to For control of cutworms and other Soil insects, apply Metro Placement of expansion Joints shall be as directed and determined by which they are platned. brand soildrin as per manufacturer's recommendations two (2) la r` slab markings noted "E.J." on drawings, Expansion joint requirements of these specificationsIf the accepted substitue we material shall be eks after installation. This product contains Dieldrin, C. Concrete mow strips, footings for walls, fencing, DP n;f.es, etc . , layouts Qmaterials are of a less value than those indicated or specified, where applicable. Quick Joint, or approved 9 ion equal , or as noted in .V p the Contract price will be adjusted in accordance with the B. Prepare a depressed water basin as wide as plant balls at each Lindane and Phosphorothioate. Plans plant. Water thorjughly, backfilling any voids with additional provisions of the contract. an mix. 2. GENERAL prepared planting Exterminate gophers and moles and repair damage. 12, PROTECTION H. Plants Not Approved - Plants not approved are to be removed from C. Ground Covers D. Pruning - All shrubs and trees shall be pinch pruned as All requirements of subsection 3.31 standard specifications for site immediately and replaced with suitable plants. The L.A. All finished concrete work shall be barricaded to pedestrian traffic necessary encourage new growth and to eliminate rank Sucher Public Works construction, shall apply except as specified herein. ( � and/or City reserves the right to reject entire lots of plants y to for three 3, days. Barricades shall be placed immediately after (1) Pits for flat sized plants to be at least 6"x6"x6". Ground growth. Old flowers, and dead foliage and limbs shall be concrete finishing. Contractor shall furnish, lace, and remove all represented by defective samples. 3. MATERIALS D cover areas shall be moistened prior to planting. No flat removed. NO major pruning shall be done without the approval of of his owr barricades Contractor shall be responsible for any plants shall be planted in dry soil . the city maintenance inspector. A. Portland cement shall conform to ASTM-CI50, Type I or Type 11 damage to new construction and retilaceme•nt or repair of the work 8, FERTILIZERS AND SOIL CONDITIONERS shall be made, without added cost to the City. (2) Set plants to center of pits so that crown of plant will be E. MeedinS - All planting areas including lawn, groundcover and Samples of all soil ammendments, sod and plants shall be Submitted for level with finish grade after settling of soil, then shrub areas shall be kept weed-free at all times. Needs shall B. Concrete aggregate shall conform to ASTM-03 inspection and stored one the site until furnishing materials of ,s completed. Deliver may begin upon approval of samples or as directed by backfill and water. be dug out by the roots and disposed of Off site. C. Mater shall be clean, free from Stroh acids, alkali , Oil Or organic 13, PATCHING Y Y 9 D D 9 9 L.A. and the City. matter (3) Flatted plants shall be well-rooted with runners at least Upon completion of the 180 day maintenance period, the Contracot If patching is necessary and permissible, d bonding agent such az 4" but not more than 6' in length. shall fertilize per 026 - Lawn Maintenance and 1'21 Groundc overs Wi d-Crete, ur equal , shall be used A. Organic fertilizer shall be processed Sewage Sludge with a D. Admixture for all formed concrete shall be SIK.A Chemical Cor s q and Shrub Area Maintenance of these specifications. D' minimum content et ld nitrogen and ?'� Phosphoric Acid normal to 155. TREES AND VINES OCCURiNG IN LAWNS "Plastiment" or approved eVual , applied In strict accordance with "Nitrohumus". Method Of processing shall not destroy normal manufacturer's d,re,tions. 14. CONCRETE CURBS bacterial content. 26. GUARANTEE AND REPLACMENTS Trees and vines occuri�} In lawn Shall be planted before final E. Reinforcement: reinforcing Steel ASTM-1115 and AS'M-11305. Construct _,,mret, curbs at locations shown on Plans as detailed, i prep:irdtIon of those arias. g g y Mirefabric ASTM-A185. true to line and grade, as approved by the local County or City Use B. nitrogen stabilized sawdust shall be bulk, with the followinq A. All Shrubs and health for snail be ninety b Contractor as natural re Portland cement concrete, 2000 psi compressive Steen tri, nitrogen content based on dry weight' to growth and health for a period na ninety (90)and/or after grey D p 9 16, CARE OF PLANTSQI✓ ANODtJFtINGPLANTMIG completion of the specified maintenance period, ane/or final F. Forms Locate expansion io,nts as detailed o, showy, and as directed, at acceptance by the city. All trees up to 20" box site shall be Intervals not to exceed fifteen feet i